Zamin Jumaat

Notes: Export Date: 6 January 2013 Source: Scopus CODEN: CBUME Language of Original Document: English Correspondence Address: Alengaram, U.J.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: ujohnrose@yahoo.com References: Chandra, S., Berntsson, L., (2003) Lightweight Aggregate Concrete - Science, Technology, and Applications, , William Andrew Publishing Norwich, New York; Teo, D.C.L., Mannan, M.A., Kurian, V.J., Ganapathy, C., Lightweight concrete made from oil palm shell (OPS): Structural bond and durability properties (2007) Build Environ, 42 (7), pp. 2614-2621; Okpala, D.C., Palm kernel shell as a lightweight aggregate in concrete (1990) Build Environ, 25 (4), pp. 291-296; Teo, D.C.L., Mannan, M.A., Kurian, V.J., Structural concrete using oil palm shell (OPS) as lightweight aggregate, Turkish (2006) J Eng Environ Sci, 30, pp. 1-7; Mannan, M.A., Alexander, J., Ganapathy, C., Teo, D.C.L., Quality improvement of oil palm shell (OPS) as coarse aggregate in lightweight concrete (2006) Build. Environ., 41 (9), pp. 1239-1242; Ndoke, P.N., Performance of palm kernel shells as a partial replacement for coarse aggregate in asphalt concrete (2006) Leonardo El J Pract Technol, 5 (9), pp. 145-152; Okafor, F.O., Palm kernel shell as a lightweight aggregate for concrete (1988) Cem Concr Res, 18 (6), pp. 901-910; Pantzaris, T.P., Ahmad, M.J., (2001) Properties and Utilization of Palm Kernel Oil, , MPOB (Europe), editor. Hertford, SG13 8NL, UK: Brickendonbury; Olanipekun, E.A., Olusola, K.O., Ata, O., A comparative study of concrete properties using coconut shell and palm kernel shell as coarse aggregates (2006) Build Environ, 41 (3), pp. 297-301; Teo, D.C.L., Mannan, M.A., Kurian, J.V., Flexural behaviour of reinforced lightweight concrete beams made with oil palm shell (OPS) (2006) J Adv Concr Technol, 4 (3), pp. 1-10; Ramli, A., (2003) Short-term and Long-term Projection of Malaysian Palm Oil Production (MPOB), , editor; Mannan, M.A., Ganapathy, C., Concrete from an agricultural waste - Oil palm shell (OPS) (2004) Build Environ, 39 (4), pp. 441-448; Mannan, M.A., Ganapathy, C., Engineering properties of concrete with oil palm shell as coarse aggregate (2002) Constr Build Mater, 16 (1), pp. 29-34; Mannan, M.A., Ganapathy, C., Long-term strengths of concrete with oil palm shell as coarse aggregate (2001) Cem Concr Res, 31 (9), pp. 1319-1321; Basri, H.B., Mannan, M.A., Zain, M.F.M., Concrete using waste oil palm shells as aggregate (1999) Cem Concr Res, 29 (4), pp. 619-622; Abdullah, A.A.A., Palm oil shell aggregate for lightweight concrete (1997) Waste Material Used in Concrete Manufacturing, , Noyes Publication; Jusoh, A., Noor, M.J.M.M., Ghazali, A.H., Potential of burnt palm shell (BOPS) granules in deep bed filtration (1995) J Islam Acad Sci, 8 (3), pp. 143-148; Amu, O.O., Haastrup, A.O., Eboru, A.A., Effects of palm kernel shells in lateritic soil for asphalt stabilization (2008) Res J Environ Sci, 2 (2), pp. 132-138; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Ductility behaviour of reinforced palm kernel shell concrete beams (2008) Eur J Sci Res., 23 (3), pp. 406-420; Alengaram, U.J., Mahmud, H., Jumaat, M.Z., Comparison of mechanical and bond properties of oil palm kernel shell concrete with normal weight concrete (2010) Int J Phys Sci, 5 (8), pp. 1231-1239; Jumaat, M.Z., Johnson Alengaram, U., Mahmud, H., Shear strength of oil palm shell foamed concrete beams (2009) Mater des, 30 (6), pp. 2227-2236; Alengaram, U.J., Mahmud, H., Jumaat, M.Z., Shirazi, S.M., Effect of aggregate size and proportion on strength properties of palm kernel shell concrete (2010) Int J Phys Sci, 5 (12), pp. 1848-1856; Ali, A.A.A., (1984) Basic Strength Properties of Lightweight Concrete Using Agricultural Wastes As Aggregates in Low-cost Housing for Developing Countries, , Roorkee India; Schetz, J.A., Fuhs, A.E., (1999) Fundamentals of Fluid Mechanics, , Wiley, John & Sons; Dana, E.S., (1922) A Text-book of Mineralogy: With An Extended Treatise on Crystallography, , John Wiley & Sons New York, London (Chapman Hall); Hemmings, R.T., Cornelius, B.J., Yuran, P., Wu, M., Comparative study of lightweight aggregates 2009 World of Coal Ash (WOCA) Conference 2009, , Lexington, KY, USA; Mahmud, H., Jumaat, M.Z., Alengaram, U.J., Influence of sand/cement ratio on mechanical property of palm kernel shell concrete (2009) J Appl Sci, 9 (9), pp. 1764-1769; Gunasekaran, K., Kumar, P.S., Lakshmipathy, M., Mechanical and bond properties of coconut shell concrete (2011) Constr Build Mater, 25 (1), pp. 92-98; Clarke, D.J.L., (1993) Structural Lightweight Aggregate Concrete, , Routledge, UK London; Hossain, A., Khandaker, M., Properties of volcanic pumice based cement and lightweight concrete (2004) Cem Concr Res., 34 (2), pp. 283-291; Neville, A.M., (1995) Properties of Concrete, , Wiley Harlow, Essex, England; Short, A., Kinniburgh, W., (1978) Lightweight Concrete, , Applied Science Publishers London; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Influence of cementitious materials and aggregates content on compressive strength of palm kernel shell concrete (2008) Int J Phys Sci, 8 (18), pp. 3207-3213; (2000) Cement and Concrete Terminology, , ACI116R; Mannan, M.A., Ganapathy, C., Mix design for oil palm shell concrete (2001) Cem Concr Res, 31 (9), pp. 1323-1325; Alengaram, U.J., Mahmud, H., Jumaat, M.Z., Development of lightweight concrete using industrial waste material, palm kernel shell as lightweight aggregate and its properties (2010) 2nd International Conference on Chemical, Biological and Environmental Engineering (ICBEE 2010), pp. 277-281; (2008) Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary, , ACI318M-08; (2009) Standard Specification for Lightweight Aggregates for Structural Concrete, , ASTMC330; Alengaram, U.J., Mahmud, H., Jumaat, M.Z., Enhancement and prediction of modulus of elasticity of palm kernel shell concrete (2011) Mater des, 32 (4), pp. 2143-2148; Newman, J., Choo, B.S., (2003) Advanced Concrete Technology, , Jordan Hill Oxford; Mun, K.J., Development and tests of lightweight aggregate using sewage sludge for nonstructural concrete (2007) Constr Build Mater, 21 (7), pp. 1583-1588; Ramli, M., Dawood, E.T., Effects of palm fiber on the mechanical properties of lightweight concrete crushed brick (2010) Am J Eng Appl Sci, 3 (2), pp. 489-493; Sabaa, B., Ravindrarajah, R.S., Engineering properties of lightweight concrete containing crushed expanded polystyrene waste (1997) Adv Mater Cem Compos; Aydin, A.C., Karako�§, M.B., D��zg��n, O.A., Bayraktutan, M.S., Effect of low quality aggregates on the mechanical properties of lightweight concrete (2010) Sci Res Essays, 5 (10), pp. 1133-1140; Haque, M.N., Al-Khaiat, H., Kayali, O., Long-term strength and durability parameters of lightweight concrete in hot regime: Importance of initial curing (2007) Build Environ, 42 (8), pp. 3086-3092; Jjp, F., Ootaki, A., Kono, K., Niwa, D.J., Shrinkage and mechanical properties of lightweight concrete (2006) Symposium on Infrastructure Development and the Environment, , University of the Philippines, Diliman, Quezon City, Philippines; Yasar, E., Atis, C.D., Kilic, A., Gulsen, H., Strength properties of lightweight concrete made with basaltic pumice and fly ash (2003) Mater Lett, 57 (15), pp. 2267-2270; Shannag, M.J., Characteristics of lightweight concrete containing mineral admixtures (2011) Constr Build Mater, 25 (2), pp. 658-662; Blanco, F., Garc�­a, P., Mateos, P., Ayala, J., Characteristics and properties of lightweight concrete manufactured with cenospheres (2000) Cem Concr Res, 30 (11), pp. 1715-1722; Babu, K.G., Babu, D.S., Behaviour of lightweight expanded polystyrene concrete containing silica fume (2003) Cem Concr Res, 33 (5), pp. 755-762; Shafigh, P., Mahmud, H., Jumaat, M.Z., Effect of steel fiber on the mechanical properties of oil palm shell lightweight concrete (2011) Mater des, 32 (7), pp. 3926-3932; Shafigh, P., Jumaat, M.Z., Mahmud, H., Oil palm shell as a lightweight aggregate for production high strength lightweight concrete (2011) Constr Build Mater, pp. 1848-1853; Basheer, L., Kropp, J., Cleland, D.J., Assessment of the durability of concrete from its permeation properties: A review (2001) Constr Build Mater, 15 (23), pp. 93-103; Guduz, L., Ugur, I., The effects of different fine and coarse pumice aggregate/cement ratios on the structural concrete properties without using any admixtures (2005) Cem Concr Res, 35 (9), pp. 1859-1864; Chia, K.S., Zhang, M.-H., Water permeability and chloride penetrability of high-strength lightweight aggregate concrete (2002) Cem Concr Res, 32 (4), pp. 639-645; Demirboga, R., G��l, R., Thermal conductivity and compressive strength of expanded perlite aggregate concrete with mineral admixtures (2003) Energy Build, 35 (11), pp. 1155-1159; Zach, J., Hubertova, M., Hroudova, J., Possibilities of determination of thermal conductivity of lightweight concrete with utilization of non stationary hot-wire method (2009) The 10th International Conference of the Slovenian Society for Non-destructive Testing, , Ljubljana, Slovenia; Brandt, A.M., (1995) Cement-based Composites: Materials, Mechanical Properties and Performance, , E&FN SPON London; Mindess, S., Young, J.F., Darwin, D., (1981) Concrete, , Prentice Hall Englewood Cliffs, NJ; Structural use of concrete (1997) Code of Practice for Design and Construction, , BS8110-1; Kong, F., Evans, R., (1987) Reinforced and Prestressed Concrete, , third ed. Springer Berlin; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Fayyadh, M.M., Shear behaviour of reinforced palm kernel shell concrete beams (2011) Constr Build Mater, 25, pp. 2918-2927; Orangun, C.O., The bond resistance between steel and lightweight-aggregate (Lytag) concrete (1967) Build Sci, 2 (1), pp. 21-28; Chitharanjan, N., Sundararajan, R., Devadas Manoharan, P., Development of aerocrete: A new lightweight high strength material (1988) Int J Cem Compos Light Concr, 10 (1), pp. 27-38; Ramamurthy, K., Kunhanandan Nambiar, E.K., Indu Siva Ranjani, G., A classification of studies on properties of foam concrete (2009) Cem Concr Res, 31 (6), pp. 388-396; Narayanan, N., Ramamurthy, K., Structure and properties of aerated concrete: A review (2000) Cem Concr Res, 22 (5), pp. 321-329; Valor, R.C., Cellular concretes - Physical properties (1954) J Am Concr Inst, 25, pp. 817-836; Rudnai, G., (1963) Lightweight Concretes, , Akademiai Kiado; Jones, M.R., McCarthy, A., Preliminary views on the potential of foamed concrete as a structural material (2005) Magn Concr Res, 57 (1), pp. 21-31; Weigler, H., Karl, S., Structural lightweight aggregate concrete with reduced density - Lightweight aggregate foamed concrete (1980) Int J Cem Compos Lightweight Concr, 2 (2), pp. 101-104; Narayanan, N., Ramamurthy, K., Microstructural investigations on aerated concrete (2000) Cem Concr Res, 30 (3), pp. 457-464; Nambiar, E.K.K., Ramamurthy, K., Air-void characterisation of foam concrete (2007) Cem Concr Res, 37 (2), pp. 221-230; Wee, T.H., Babu, D.S., Tamilselvan, T., Lim, H.-S., Air-void system of foamed concrete and its effect on mechanical properties (2006) Mater J, 103 (1), pp. 45-52; Kearsley, E.P., Wainwright, P.J., The effect of high fly ash content on the compressive strength of foamed concrete (2001) Cem Concr Res, 31 (1), pp. 105-112

Notes: Export Date: 6 January 2013 Source: Scopus Article in Press CODEN: CBUME Language of Original Document: English Correspondence Address: Shafigh, P.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Memail: pshafigh@gmail.com

Notes: Cited By (since 1996): 1 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Islam, S.; Department of Civil Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia References: Hillis, A.J., Courtney, C.R.P., (2011) Journal of Sound and Vibration, 330, p. 1141; Jameel, M., Ahmad, S., Islam, A.B.M.S., Jumaat, M.Z., (2011) Proceedings of the 21st International Offshore and Polar Engineering Conference, , Maui, Hawaii, USA, June; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., (2011) International Journal of Green Energy, , In press, Corrected proof; Chen, X., Zhang, J., Ma, W., (2001) Ocean Engineering, 28, p. 863; Culla, A., Carcaterra, A., (2007) Journal of Sound and Vibration, 308, p. 44; Jameel, M., Ahmad, S., Islam, A.B.M.S., Jumaat, M.Z., (2011) Journal of Civil Engineering and Management, , In press, Corrected proof; Chen, X., Ding, Y., Zhang, J., Liagre, P., Niedzwecki, J., Teigen, P., (2006) Ocean Engineering, 33, p. 93; Jameel, M., Ahmad, S., (2011) Proceedings of the ASME 2011 30th International Conference on Ocean, , Offshore and Arctic Engineering, OMAE, Rotterdam, The Netherlands, June; Kim, M.H., Koo, B.J., Mercier, R.M., Ward, E.G., (2005) Ocean Engineering, 32, p. 1780; Kim, M.H., Ran, Z., Zheng, W., (2001) International Journal of Offshore and Polar Engineering, 11, p. 42; Chen, X., Zhang, J., (1999) Proceedings of the International Offshore Polar Engineering Conference; Ding, Y., Kim, M., Chen, X., Zhang, J., (2003) Proceedings of International Symposium on Deepwater Mooring Systems Houston, , Texas, USA, October; Umar, A., Datta, T.K., (2003) Ocean Engineering, 30, p. 1625; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., (2011) International Journal of the Physical Sciences, 6, p. 2671; Garrett, D.L., (2005) Ocean Engineering, 32, p. 802; Luo, M., Zhu, W.Q., (2006) Journal of Sound and Vibration, 296, p. 734; Mei, C., (2009) Journal of Sound and Vibration, 322, p. 29; Agarwal, A.K., Jain, A.K., (2003) Ocean Engineering, 30, p. 517; Tahar, A., Kim, M.H., (2008) Ocean Engineering, 35, p. 1676; Choi, S.-B., Park, M.-K., (2011) Advanced Science Letters, 4, p. 805; Low, Y.M., Langley, R.S., (2008) Ocean Engineering, 35, p. 433; Low, Y.M., (2008) Ocean Engineering, 35, p. 1416; Yang, C.K., Kim, M.H., (2010) Ocean Engineering, 37 (8-9), p. 667. , H; Ma, G.Y., Tang, Hu, W., (2009) Journal of Sound and Vibration, 328, p. 369; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Shirazi, S.M., (2011) International Journal of the Physical Sciences, , In press, Corrected proof; Rasiulis, K., Gurk�¡nys, K., (2010) Journal of Civil Engineering and Management, 16, p. 209; (2006), Karlson & Sorensen ABAQUS 6.9.1, IncJameel, M., (2008), and Ph D. Dissertation, Indian Institute of Technology Delhi, IndiaUR - http://www.scopus.com/inward/record.url?eid=2-s2.0-84863304570&partnerID=40&md5=1ab2359e2d600359efcb23f685b3abc4

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Notes: 914YR Times Cited:1 Cited References Count:39

Notes: Export Date: 6 January 2013 Source: Scopus CODEN: RSERF Language of Original Document: English Correspondence Address: Islam, A.B.M.S.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: abm.saiful@gmail.com References: Ong, H.C., Mahlia, T.M.I., Masjuki, H.H., A review on energy scenario and sustainable energy in Malaysia (2011) Renewable and Sustainable Energy Reviews, 15, pp. 639-647; Akorede, M.F., Hizam, H., Pouresmaeil, E., Distributed energy resources and benefits to the environment (2010) Renewable and Sustainable Energy Reviews, 14, pp. 724-734; Falc�£o, A.F.D.O., Wave energy utilization: A review of the technologies (2010) Renewable and Sustainable Energy Reviews, 14, pp. 899-918; G��ney, M.S., Kaygusuz, K., Hydrokinetic energy conversion systems: A technology status review (2010) Renewable and Sustainable Energy Reviews, 14, pp. 2996-3004; Y��ksel, I., Hydropower for sustainable water and energy development (2010) Renewable and Sustainable Energy Reviews, 14, pp. 462-469; O�Rourke, F., Boyle, F., Reynolds, A., Tidal current energy resource assessment in Ireland: Current status and future update (2010) Renewable and Sustainable Energy Reviews, 14, pp. 3206-3212; Balamurugan, P., Ashok, S., Jose, T.L., Optimal operation of biomass/wind/PV hybrid energy system for rural areas (2009) International Journal of Green Energy, 6, pp. 104-116; Ahmad, S., Kadir, M.Z.A.A., Shafie, S., Current perspective of the renewable energy development in Malaysia (2011) Renewable and Sustainable Energy Reviews, 15, pp. 897-904; (2009) Ninth (9th) Malaysia Plan 2006-2010, pp. 393-411. , Chapter 19, Sustainable energy development; Oh, T.H., Pang, S.Y., Chua, S.C., Energy policy and alternative energy in Malaysia: Issues and challenges for sustainable growth (2010) Renewable and Sustainable Energy Reviews, 14, pp. 1241-1252; Chen, F., Lu, S.-M., Tseng, K.-T., Lee, S.-C., Wang, E., Assessment of renewable energy reserves in Taiwan (2010) Renewable and Sustainable Energy Reviews, 14, pp. 2511-2528; Cuvilas, C.A., Jirjis, R., Lucas, C., Energy situation in Mozambique: A review (2010) Renewable and Sustainable Energy Reviews, 14, pp. 2139-2146; Erdem, Z.B., The contribution of renewable resources in meeting Turkey�s energy-related challenges (2010) Renewable and Sustainable Energy Reviews, 14, pp. 2710-2722; Sheikh, M.A., Energy and renewable energy scenario of Pakistan (2010) Renewable and Sustainable Energy Reviews, 14, pp. 354-363; Toklu, E., G��ney, M.S., Isik, M., Comakli, O., Kaygusuz, K., Energy production, consumption, policies and recent developments in Turkey (2010) Renewable and Sustainable Energy Reviews, 14, pp. 1172-1186; Tsai, W.-T., Energy sustainability from analysis of sustainable development indicators: A case study in Taiwan (2010) Renewable and Sustainable Energy Reviews, 14, pp. 2131-2138; Valkila, N., Saari, A., Urgent need for new approach to energy policy: The case of Finland (2010) Renewable and Sustainable Energy Reviews, 14, pp. 2068-2076; Stigson, P., Dotzauer, E., Yan, J., Climate and energy policy evaluation in terms of relative industrial performance and competitiveness (2009) International Journal of Green Energy, 6, pp. 450-465; Genoud, S., Lesourd, J.-B., Characterization of sustainable development indicators for various power generation technologies (2009) International Journal of Green Energy, 6, pp. 257-267; Deilmann, C., Bathe, K.-J., A holistic method to design an optimized energy scenario and quantitatively evaluate promising technologies for implementation (2009) International Journal of Green Energy, 6, pp. 1-21; Arabian, A., Synergy in green power production methods and siting (2010) International Journal of Green Energy, 7, pp. 143-152; Finkl, C.W., Charlier, R., Electrical power generation from ocean currents in the Straits of Florida: Some environmental considerations (2009) Renewable and Sustainable Energy Reviews, 13, pp. 2597-2604; Grabbe, M., Lalander, E., Lundin, S., Leijon, M., A review of the tidal current energy resource in Norway (2009) Renewable and Sustainable Energy Reviews, 13, pp. 1898-1909; Guo, D.-G., Zhang, X.-Y., Shao, H.-B., Bai, Z.-K., Chu, L.-Y., Shangguan, T.-L., Energy plants in the coastal zone of China: Category, distribution and development (2011) Renewable and Sustainable Energy Reviews, 15, pp. 2014-2020; Mart�­n Mederos, A.C., Medina Padr�³n, J.F., Feij�³o Lorenzo, A.E., An offshore wind atlas for the Canary Islands (2011) Renewable and Sustainable Energy Reviews, 15, pp. 612-620; Matos, F.B., Camacho, J.R., Rodrigues, P., Guimar�£es Jr., S.C., A research on the use of energy resources in the Amazon (2011) Renewable and Sustainable Energy Reviews, 15, pp. 3196-3206; Mostafaeipour, A., Feasibility study of offshore wind turbine installation in Iran compared with the world (2010) Renewable and Sustainable Energy Reviews, 14, pp. 1722-1743; Zabihian, F., Fung, A.S., Review of marine renewable energies: Case study of Iran (2011) Renewable and Sustainable Energy Reviews, 15, pp. 2461-2474; Wang, S., Yuan, P., Li, D., Jiao, Y., An overview of ocean renewable energy in China (2011) Renewable and Sustainable Energy Reviews, 15, pp. 91-111; Peidong, Z., Yanli, Y., Jin, S., Yonghong, Z., Lisheng, W., Xinrong, L., Opportunities and challenges for renewable energy policy in China (2009) Renewable and Sustainable Energy Reviews, 13, pp. 439-449; Liu, L.-Q., Liu, C.-X., Sun, Z.-Y., Han, R.-C., The development and application practice of neglected tidal energy in China (2011) Renewable and Sustainable Energy Reviews, 15, pp. 1089-1097; Li, D., Wang, S., Yuan, P., An overview of development of tidal current in China: Energy resource, conversion technology and opportunities (2010) Renewable and Sustainable Energy Reviews, 14, pp. 2896-2905; Zhixin, W., Chuanwen, J., Qian, A., Chengmin, W., The key technology of offshore wind farm and its new development in China (2009) Renewable and Sustainable Energy Reviews, 13, pp. 216-222; Menicou, M., Vassiliou, V., Prospective energy needs in Mediterranean offshore aquaculture: Renewable and sustainable energy solutions (2010) Renewable and Sustainable Energy Reviews, 14, pp. 3084-3091; De Alegr�­a, I.M., Mart�­n, J.L., Kortabarria, I., Andreu, J., Ere�±o, P.I., Transmission alternatives for offshore electrical power (2009) Renewable and Sustainable Energy Reviews, 13, pp. 1027-1038; Rourke, F.O., Boyle, F., Reynolds, A., Marine current energy devices: Current status and possible future applications in Ireland (2010) Renewable and Sustainable Energy Reviews, 14, pp. 1026-1036; Jameel, M., Ahmad, S., Islam, A.B.M.S., Jumaat, M.Z., Nonlinear analysis of fully coupled integrated spar-mooring line system (2011) The 21st International Offshore and Polar Engineering Conference, pp. 198-205. , ISOPE, editor; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Effect of time elapse after wave hitting on coupled Spar platform (2011) International Journal of Physical Sciences, 6, pp. 2671-2680; Glanville, R.S., Halkyard, J.E., Davies, R.L., Frimm, F., Neptune project: Spar history and design considerations (1997) Proceedings of the Twenty-ninth Offshore Technology Conference. OTC 8382, , Houston, Texas, USA; Halkyard, J.E., Status of Spar platforms for deepwater production systems (1996) Proceedings of the Sixth International Offshore and Polar Engineering Conference, 1, pp. 262-272. , International Society of Offshore and Polar Engineers (ISOPE): Los Angeles, California, USA; Islam, A.B.M.S., Jameel, M., Ahmad, S., Jumaat, M.Z., Kurian, V.J., Structural behaviour of fully coupled spar-mooring system under extreme wave loading Journal of Civil Engineering and Management, , in press; Jameel, M., Islam, A.B.M.S., Khaleel, M., Jumaat, M.Z., Nonlinear finite element analysis of spar platform (2012) Advanced Science Letters, 13, pp. 723-726; Montasir, O.A., Kurian, V.J., Effect of slowly varying drift forces on the motion characteristics of truss spar platforms (2011) Ocean Engineering, 38, pp. 1417-1429; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Oil and gas energy potential at Malaysian seabed and Spar platform for deepwater installation (2012) International Journal of Green Energy, 9, pp. 111-120; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Salam, M.A., Energy resources at Malaysian sedimentary basins and spar platform as deep sea structure (2011) 3rd International Conference on Mechanical and Electrical Technology (ICMET 2011), 2, pp. 615-620. , ICMET, editor; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Shirazi, S.M., Spar platform at deep water region in Malaysian sea (2011) International Journal of the Physical Sciences, 6, pp. 6872-6881; Jameel, M., Ahmad, S., Islam, A.B.M.S., Jumaat, M.Z., Nonlinear dynamic analysis of coupled spar platform Journal of Civil Engineering and Management, , in press; Wang, Y., Yang, J.-M., Hu, Z.-Q., Xiao, L.-F., Theoretical research on hydrodynamics of a geometric Spar in frequency- and time-domains (2008) Journal of Hydrodynamics, Series B, 20, pp. 30-38; Kurian, V.J., Wong, B.S., Montasir, O.A.A., Frequency domain analysis of truss spar platform (2008) Proceedings of the International Conference on Construction and Building Technology (ICCBT), , p. C - (21)-235-44; (2009) Malaysia Energy Data, Statistics and Analysis - Oil, Gas, Electricity, Coal, , US Energy Information Administration; Rahman Mohamed, A., Lee, K.T., Energy for sustainable development in Malaysia: Energy policy and alternative energy (2006) Energy Policy, 34, pp. 2388-2397; Hasan, A.F., Energy efficiency and renewable energy in Malaysia (2009) Malaysias Energy Commission, Selangor, Malaysia; (2009) National Energy Balance 2008, , NEB Malaysia Energy centre. Selangor, Malaysia; (2010) Malaysia Energy Data, Statistics and Analysis - Oil, Gas, Electricity, Coal, , US Energy Information Administration; Malaysian natural gas (2010) International Energy Statistics, , http://www.eia.gov/countries/country-data.cfm?fips=MY; Jameel, M., (2008) Non-linear Dynamic Analysis and Reliability Assessment of Deepwater Floating Structure, , Thesis. Indian institute of technology; Reddy, D.V., Arockiasamy, M., (1991) Offshore Structures, , Krieger Publishing Company Malabar, Florida; Clauss, G., Lehmann, E., Ostergaard, C., Offshore structures (1992) Conceptual Design and Hydromechanics, 1. , Berlin: Springer-Verlag; (Translated by M.J. Shields); Uddin, M.A., Jameel, M., Razak, H.A., Islam, A.B.M.S., Response prediction of offshore floating structure using artificial neural network (2012) Advanced Science Letters, 14, pp. 186-189; Jameel, M., Ahmad, S., Fatigue reliability assessment of coupled spar-mooring system (2011) ASME 30th International Conference on Ocean, Offshore and Arctic Engineering, (OMAE 2011-49687), , ASME, editor Rotterdam, The Netherlands; Mandal, S., Nonlinear coupled dynamic response of offshore spar platforms under regular sea waves (2003) Ocean Engineering, 30, pp. 517-555. , By Agarwal AK, Jain AK editors Ocean Engineering 2004; 31: 791-3; Islam, A.B.M.S., Hussain, R.R., Jameel, M., Jumaat, M.Z., Non-linear time domain analysis of base isolated multi-storey building under site specific bi-directional seismic loading (2012) Automation in Construction, 22, pp. 554-566; Jameel, M., Saiful Islam, A.B.M., Hussain, R.R., Khaleel, M., Zaheer, M.M., Optimum structural modelling for tall buildings (2012) The Structural Design of Tall and Special Buildings, , http://dx.doi.org/10.1002/tal.1004; Rahman, M.A., Mizutani, N., Kawasaki, K., Numerical modelling of dynamic responses and mooring forces of submerged floating breakwater (2006) Coastal Engineering, 53, pp. 799-815; Zhou, Z.X., Lo, E.Y.M., Tan, S.K., Effect of shallow and narrow water on added mass of cylinders with various cross-sectional shapes (2005) Ocean Engineering, 32, pp. 1199-1215; Wichers, J.E.W., Huijismans, R.H.M., The contribution of hydrodynamic damping induced by mooring chains on low frequency motions (1990) Proceedings of the Offshore Technology Conference, pp. 171-182; Shah, A.A., Umar, A., Siddiqui, N.A., A methodology for assessing the reliability of taut and slack mooring systems against instability (2005) Ocean Engineering, 32, pp. 1216-1234; Ran, Z., Kim, M.H., Niedzwecki, J.M., Johnson, R.P., Response of a spar platform in random waves and currents (experiment vs. theory) (1996) International Journal of Offshore and Polar Engineering, 6, pp. 27-34; Jha, A.K., De Jong, P.R., Winterstein, S.R., Motion of spar buoy in random seas: Comparing predictions and model test results (1997) Behaviour of Offshore Structures, 97 (2), pp. 333-347; Ran, Z., Kim, M.H., Nonlinear coupled responses of a tethered spar platform in waves (1997) International Journal of Offshore and Polar Engineering, 7, pp. 111-118; Chen, X.H., Zhang, J., Ma, W., Coupled time-domain analysis of the response of a spar and its mooring system (1999) Proceedings of the Ninth International Offshore and Polar Engineering Conference, pp. 293-300; Zhang, H., Sun, Z., Yang, J., Gao, M., Investigation on optimization design of equivalent water depth truncated mooring system (2009) Science in China Series G: Physics, Mechanics and Astronomy, 52, pp. 277-292; Stansberg, C.T., Yttervik, R., Oritsland, O., Kleiven, G., Hydrodynamic model test verification of a floating platform system in 3000 m water depth (2000) Proceedings of the 19th International Conference on Offshore Mechanics and Arctic Engineering (OMAE), pp. 325-333; Chen, X.H., Zhang, J., Johnson, P., Irani, M., Studies on the dynamics of truncated mooring line (2000) Proceedings of the Tenth International Offshore and Polar Engineering Conference, 2, pp. 94-101; Ormberg, H., Stansberg, C.T., Yttervik, R., Integrated vessel motion and mooring analysis applied in hybrid model testing (1999) Proceedings of the Nineth International Offshore and Polar Engineering Conference, 1, pp. 339-346; Ran, Z., Kim, M.H., Zheng, W., Coupled dynamic analysis of a moored spar in random waves and currents (time-domain versus frequency-domain analysis) (1999) Journal of Offshore Mechanics and Arctic Engineering, 121, pp. 194-200; Ma, Q.W., Patel, M.H., On the non-linear forces acting on a floating spar platform in ocean waves (2001) Applied Ocean Research, 23, pp. 29-40; Chen, X., Zhang, J., Ma, W., On dynamic coupling effects between a spar and its mooring lines (2001) Ocean Engineering, 28, pp. 863-887; Agarwal, A.K., Jain, A.K., Nonlinear coupled dynamic response of offshore Spar platforms under regular sea waves (2003) Ocean Engineering, 30, pp. 517-551; Umar, A., Datta, T.K., Nonlinear response of a moored buoy (2003) Ocean Engineering, 30, pp. 1625-1646; Anam, I., Roesset, J.M., Niedzwecki, J.M., Time domain and frequency domain analysis of Spar platforms (2003) Proceedings of the Thirteenth International Offshore and Polar Engineering Conference, International Society of Offshore and Polar Engineers (ISOPE), pp. 240-247; Anam, I., (2000) Non-linear Dynamic Analysis and Reliability Assessment of Deepwater Floating Structure, , Thesis. Texas: A & M University; Mazaheri, S., Downie, M.J., Response-based method for determining the extreme behaviour of floating offshore platforms (2005) Ocean Engineering, 32, pp. 363-393; Chernetsov, V.A., Karlinsky, S.L., Ice-resistant spar-type platform for middle sea depth (2006) The 16th International Offshore and Polar Engineering Conference, pp. 614-619. , ISOPE, editor; Ma, W., Lee, M.Y., Zou, J., Huang, E., Deepwater nonlinear coupled analysis tool (2000) Proceedings of the Offshore Technology Conference, pp. 1-11; Ormberg, H., Larsen, K., Coupled analysis of floater motion and mooring dynamics for a turret-moored ship (1998) Applied Ocean Research, 20, pp. 55-67; Irani, M.B., Rouckout, T., Johnson, R.P., Dynamics of a Spar Platform (2000) The 10th International Offshore and Polar Engineering Conference, pp. 261-268. , ISOPE, editor; Colby, C., Sodahl, N., Katla, E., Okkenhaug, S., Coupling effects for a deepwater spar (2000) Proceedings of the Offshore Technology Conference; Gupta, H., Finn, L., Weaver, T., Effects of spar coupled analysis (2000) Proceedings of the Offshore Technology Conference, pp. 1-10; Chaudhury, G., Ho, C.-Y., Coupled dynamic analysis of platforms, risers, and moorings (2000) Proceedings of the Offshore Technology Conference; Chaudhary, G., A new method for coupled dynamic analysis of platforms (2001) Proceedings of the Eleventh International Offshore and Polar Engineering Conference, pp. 444-448; Astrup, O.C., Nesteg�¥rd, A., Ron�Šs, S.M., Sodahl, N., Coupled analysis strategies for deepwater spar platforms (2001) Proceedings of the Eleventh International Offshore and Polar Engineering Conference, pp. 449-456; Kim, M.H., Ward, E.G., Harnig, R., Comparison of Numerical models for the capability of hull/mooring/riser coupled dynamic analysis for spars and TLPS in deep and ultra deep water (2001) Proceedings of the Eleventh International Offshore and Polar Engineering Conference, pp. 474-479; Zhang, X., Zou, J., Coupled effects of risers/supporting guide frames on spar responses (2002) Proceedings of the Twelfth International Offshore and Polar Engineering Conference, pp. 231-236; Tahar, A., Ran, Z., Kim, M.H., Hull/mooring/riser coupled spar motion analysis with buoyancy-can effect (2002) Proceedings of the Twelfth International Offshore and Polar Engineering Conference, pp. 223-230; Ding, Y., Kim, M., Chen, X., Zhang, J., (2003) A Numerical Code (COUPLE6D) for Coupled Dynamic Analysis of Moored Offshore Structures, 132, p. 12. , J. Zhang, R.S. Mercier, ASCE Houston, Texas, USA; Koo, B.J., Kim, M.H., Randall, R.E., The effect of nonlinear multi-contact coupling with gap between risers and guide frames on global spar motion analysis (2004) Ocean Engineering, 31, pp. 1469-1502; Yung, T.-W., Sandstrom, R.E., Slocum, S.T., Ding, Z.J., Lokken, R.T., Advancement of spar VIV prediction (2004) Proceedings of the Offshore Technology Conference, pp. 1-6; Kim, M.H., Koo, B.J., Mercier, R.M., Ward, E.G., Vessel/mooring/riser coupled dynamic analysis of a turret-moored FPSO compared with OTRC experiment (2005) Ocean Engineering, 32, pp. 1780-1802; Garrett, D.L., Coupled analysis of floating production systems (2005) Ocean Engineering, 32, pp. 802-816; Rodrigues, M.V., Correa, F.N., Jacob, B.P., Implicit domain decomposition methods for coupled analysis of offshore platforms (2007) Communications in Numerical Methods in Engineering, 23, pp. 599-621; Low, Y.M., Langley, R.S., A comparison of methods for the couple analysis of floating structures (2007) Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering (OMAE); Tahar, A., Kim, M.H., Coupled-dynamic analysis of floating structures with polyester mooring lines (2008) Ocean Engineering, 35, pp. 1676-1685; Low, Y.M., Langley, R.S., A hybrid time/frequency domain approach for efficient coupled analysis of vessel/mooring/riser dynamics (2008) Ocean Engineering, 35, pp. 433-446; Low, Y.M., Prediction of extreme responses of floating structures using a hybrid time/frequency domain coupled analysis approach (2008) Ocean Engineering, 35, pp. 1416-1428; Yang, C.K., Kim, M.H., Transient effects of tendon disconnection of a TLP by hull-tendon-riser coupled dynamic analysis (2010) Ocean Engineering, 37, pp. 667-677; Kim, M.H., Ran, Z., Zheng, W., Hull/mooring coupled dynamic analysis of a truss spar in time domain (2001) International Journal of Offshore and Polar Engineering, 11, pp. 42-54; Hu, Z.Q., Cui, W.C., Xiao, L.F., Yang, J.M., Research on collision mechanisms for a ship colliding with a spar platform (2007) Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering, 2, pp. 69-77; Liu, Z., Teng, B., Ning, D.-Z., Gou, Y., Wave-current interactions with three-dimensional floating bodies (2010) Journal of Hydrodynamics, Series B, 22, pp. 229-240; Sadeghi, K., Incecik, A., Downie, M.J., Response analysis of a truss spar in the frequency domain (2004) Journal of Marine Science and Technology, 8, pp. 126-137; Zhai, G.J., Qi, K., Kang, H.G., Overall structural strength analysis of the cell spar platform (2008) Proceedings of the Chinese-German Joint Symposium on Hydraulic and Ocean Engineering, pp. 579-583; Lim, S.J., Rho, J.B., Choi, H.S., An experimental study on motion characteristics of cell spar platform (2005) Proceedings of the Fifteenth International Offshore and Polar Engineering conference-2005, 1, pp. 233-237; Zhang, F., Yang, J.-M., Li, R.-P., Chen, G., Numerical investigation on the hydrodynamic performances of a new spar concept (2007) Journal of Hydrodynamics, Series B, 19, pp. 473-481; Zhang, F., Yang, J.M., Li, R.P., Chen, G., Numerical study on the hydrodynamic behavior of a new cell-truss spar platform (2007) Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering, 1, pp. 93-102; Zhang, F., Yang, J.M., Li, R.P., Chen, G., Numerical and experimental research on the global performances of cell-truss spar platform (2007) China Ocean Engineering, 21, pp. 561-576; Zhang, F., Yang, J.-M., Li, R.-P., Chen, G., Coupling effects for cell-truss spar platform: Comparison of frequency- and time-domain analyses with model tests (2008) Journal of Hydrodynamics, Series B, 20, pp. 424-432; Jameel, M., Islam, A.B.M.S., Salman, F.A., Khaleel, M., Jumaat, M.Z., Wave data for shallow and deep water sedimentary basins of Malaysia (2012) Advanced Science Letters, 14, pp. 360-364; (2010) Petroliam Nasional Berhad, , PETRONAS. PETRONAS Oil & Gas Company; (2011) Net Resources International. Offshore Technology, , SPG Media Limited; Agarwal, A.K., Jain, A.K., Dynamic behavior of offshore spar platforms under regular sea waves (2003) Ocean Engineering, 30, pp. 487-516; Sarkar, I., Roesset, J.M., Variability of results of dynamic analysis of spars (2004) Proceedings of the Fourteenth International Offshore and Polar Engineering Conference, pp. 650-654

Notes: 947PX Times Cited:0 Cited References Count:16

Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Wahab, M.J.A.; Forest Research Institute Malaysia, Kepong 52109, Selangor, Malaysia; email: mohdjamil@frim.gov.my References: Alik, D., Badorul, H.A.B., Strength Performance of Full-size Structural Timber of Dryrobalanops Species of Sarawak, Malaysia (2006) 9th World Conference Timber Engineering, , WCTE 2006; Burgess, H.J., Strength grouping of Malayan timbers (1956) Malayan Forester, 19 (1), pp. 33-36; Chu, Y.P., (1997) Timber Design Handbook, , Forest Research Institute Malaysia, Kepong, Selangor; Structural timber (2009) Strength classes, , EN 338; Structural timber (2004) Determination of characteristic values of mechanical properties and density, , EN 384; Engku Abdul Rahman, C., Basic and Grade Stresses for Some Malaysian Timbers (1971) Malayan Forester, 34 (4), pp. 131-134; Engku Abdul Rahman, C., Basic and Grade Stresses for Strength Groups of Malaysian Timbers (1972) Malayan Forester, 35 (2), pp. 131-134; Geert, R., van de Kuilen, J.W., Comparison of methods of strength classification of tropical hardwood timber (2010) Proceedings of the Eleventh World Conference on Timber Engineering, pp. 20-24. , Riva Del Garda, Italy; Mansfield-Williams, H., (2010) Assistance with a route to CE marking for Malaysian structural timber, , Report for Forest Research Institute Malaysia Kepong, Malaysia. Report reference TE//F10260. TRADA Technology Ltd; Kliger, I.R., Perstorper, M., Johansson, G., Pellicane, P.J., Quality of timber products from Norway spruce (1995) Wood Science and Technology, 29 (6), pp. 397-410. , http://dx.doi.org/10.1007/BF00194198; Lee, Y.H., Engku Abdul Rahman, C., (1993) The Strength Properties of Some Malaysian Timbers, , Timber Trade Leaflet No.34. Forest Department, Kuala Lumpur. (Reprinted); (2001) Code of practice for structural use of timber: Part 2 - Permissible stress design of solid timber, , MS 544. (First revision); Okai, R., Frimpong-Mensah, K., Yeboah, D., Characterization of strength properties of branchwood and stemwood of some tropical hardwood species (2004) Wood Science and Technology, 38 (2), pp. 163-171. , http://dx.doi.org/10.1007/s00226-004-0232-x; Tan, Y.E., Mohamad Omar, M.K., Chong, S.Y., Mohd Jamil, A.W., Current strength grouping for structural timbers in Malaysia - its derivation? (2010) Proceedings of the International Symposium on Forestry and Forest Products 2010, pp. 5-7. , The Legend Hotel, Kuala Lumpur; Wong, T.M., (1982) A Dictionary of Malaysian Timbers, , Malayan Forest Records No. 30. Forest Department, Kuala Lumpur

Notes: 998US Times Cited:0 Cited References Count:26

Notes: 913CY Times Cited:1 Cited References Count:28

Notes: Sp. Iss. SI 910LF Times Cited:1 Cited References Count:55

Notes: 866EM Times Cited:0 Cited References Count:58

Notes: Export Date: 6 January 2013 Source: Scopus CODEN: ASEDD Language of Original Document: English Correspondence Address: Narmashiri, K.; Department of Civil Engineering, Zahedan Branch, Lamic Azad University, Zahedan 98168, Iran; email: narmashiri@iauzah.ac.ir References: Al-Emrani, M., Linghoff, D., Kliger, R., Bonding strength and fracture mechanisms in composite steel-CFRP elements (2005) Proceedings of International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005), , Hong Kong, China; Bocciarelli, M., Colombi, P., Fava, G., Poggi, C., Prediction of debonding strength of tensile steel/CFRP joints using fracture mechanics and stress based criteria (2009) Engineering Fracture Mechanics, 76 (2), pp. 299-313; Buyukozturk, O., Gunes, O., Karaca, E., Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites (2004) Construction and Building Materials, 18 (1), pp. 9-19; Chen, J.F., Teng, J.G., Anchorage strength models for FRP and steel plates bonded to concrete (2001) Journal of Structural Engineering, 127 (7), pp. 784-791. , DOI 10.1061/(ASCE)0733-9445(2001)127:7(784), Reportnr 22327; Chiew, S.P., Lie, S.T., Lee, C.K., Yu, Y., Debonding failure model for FRP retrofitted steel beams (2005) Proceedings of Fourth International Conference on Advances in Steel Structures, , Shanghai, China; Colombi, P., Poggi, C., An experimental, analytical and numerical study of the static behavior of steel beams reinforced by pultruded CFRP strips (2006) Composites Part B: Engineering, 37 (1), pp. 64-73. , DOI 10.1016/j.compositesb.2005.03.002, PII S1359836805000697; Dawood, M.M.R., (2005) Fundamental Behavior of Steel-Concrete Composite Beams Strengthened with High Modulus Carbon Fiber Reinforced Polymer (CFRP), , Materials Master Thesis North Carolina State University, Raleigh, NC, USA; Deng, J., Lee, M.M.K., Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate (2007) Composite Structures, 78 (2), pp. 232-242. , DOI 10.1016/j.compstruct.2005.09.004, PII S0263822305002485; Deng, J., Lee, M.M.K., Fatigue performance of metallic beam strengthened with a bonded CFRP plate (2007) Composite Structures, 78 (2), pp. 222-231. , DOI 10.1016/j.compstruct.2005.09.003, PII S0263822305002473; Deng, J., Lee, M.M.K., Moy, S.S.J., Stress analysis of steel beams reinforced with a bonded CFRP plate (2004) Composite Structures, 65 (2), pp. 205-215. , DOI 10.1016/j.compstruct.2003.10.017, PII S0263822303003337; Fernando, N.D., (2010) Bond Behaviour and Debonding Failures in CFRP-Strengthened Steel Members, , PhD Thesis The Hong Kong Polytechnic University, Hong Kong, China; Haghani, R., Al-Emrani, M., Kliger, R., Control of interfacial stresses in beams strengthened with prestressed cfrp laminates (2007) Proceedings of Asia-acific Conference on FRP in Structures (APFIS 2007), , Hong Kong, China; Haghani, R., Al-Emrani, M., Kliger, R., Interfacial stress analysis of geometrically modified adhesive joints in steel beams strengthened with FRP laminates (2009) Construction and Building Materials, 23 (3), pp. 1413-1422; Lenwari, A., Thepchatri, T., Albrecht, P., Flexural response of steel beams strengthened with partial-length CFRP plates (2005) Journal of Composites for Construction, 9 (4), pp. 296-303. , DOI 10.1061/(ASCE)1090-0268(2005)9:4(296); Lenwari, A., Thepchatri, T., Albrecht, P., Debonding strength of steel beams strengthened with CFRP plate (2006) Journal of Composite for Construction, ASCE, 10 (1), pp. 69-78; Linghoff, D., (2006) Strengthening Steel Beams with Adhesively Bonded Composite Laminates, , PhD Thesis Chalmers University of Technology, Landala, Sweden; Linghoff, D., Al-Emrani, M., Performance of steel beams strengthened with CFRP laminate-art 2: FE analyses (2010) Composites: Part B Engineering, 41 (7), pp. 516-522; Linghoff, D., Haghani, R., Al-Emrani, M., Carbon-fibre composites for strengthening steel structures (2009) Thin Walled Structures, 47 (10), pp. 1048-1058; Messick, S.C., (1996) Adhesive Selection and Evaluation for Strengthening Steel Stringer Bridges Using CFRP, , PhD Thesis, West Virginia University West Virginia, USA; Narmashiri, K., (2011) Flexural Strengthening of Steel Beams Using CFRP Materials, Part One: An Investigation on CFRP Failure Modes, , VDM Verlag Dr. M��ller, Germany; Narmashiri, K., Jumaat, M.Z., Reinforced steel i-beams: A comparison between 2d and 3d simulation (2011) Simulation Modelling Practice and Theory, 19 (1), pp. 564-585; Narmashiri, K., Ramli Sulong, N.H., Jumaat, M.Z., Failure analysis and structural behaviour of CFRP strengthened steel I-beams (2012) Construction and Building Materials, 30, pp. 1-9; Nozaka, K., Shield, C.K., Hajjar, J.F., Design of a test specimen to assess the effective bond length of carbon fiber-reinforced polymer strips bonded to fatigued steel bridge girders (2005) Journal of Composites for Construction, 9 (4), pp. 304-312. , DOI 10.1061/(ASCE)1090-0268(2005)9:4(304); Nozaka, K., Shield, C.K., Hajjar, J.F., Effective bond length of carbon-fiber-reinforced polymer strips bonded to fatigued steel bridge I-girders (2005) Journal of Bridge Engineering, 10 (2), pp. 195-205. , DOI 10.1061/(ASCE)1084-0702(2005)10:2(195); Schnerch, D., Stanford, K., Sumner, E., Rizkalla, S., Bond behavior of CFRP strengthened steel bridges and structures (2005) Proceedings of International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005), , International Institute for FRP in Construction, Hong Kong, China; Schnerch, D., Dawood, M., Sumner, E., Rizkalla, S., Design guidelines for strengthening of steel-concrete composite beams with high modulus CFRP materials (2006) Proceedings of 7th International Conference on Short and Medium Span Bridges, , Montreal, Quebec, Canada; (2008) SIKA�® Product Information Second Ed., , SIKA, Sika�® Kimia Sdn Bhd., Kuala Lumpur; Teng, J.G., Zhang, J.W., Smith, S.T., Interfacial stresses in reinforced concrete beams bonded with a soffit plate: A finite element study (2002) Construction and Building Materials, 16 (1), pp. 1-14. , DOI 10.1016/S0950-0618(01)00029-0, PII S0950061801000290; Teng, J.G., Yu, T., Fernando, D., FRP composites in steel structures (2009) Proceedings of the Third International Forum on Advances in Structural Engineering, , Shanghai, China

Notes: Cited By (since 1996): 1 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Shafigh, P.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: p.shafigh@siswa.um.edu.my References: Shafigh, P., Jumaat, M.Z., Mahmud, H., Mix design and mechanical properties of oil palm shell lightweight aggregate concrete - a review (2010) Int J Phys Sci, 5 (14), pp. 2127-2134; Shafigh, P., Jumaat, M.Z., Mahmud, H., Oil palm shell as a lightweight aggregate for production high strength lightweight concrete (2011) Constr Build Mater, 25, pp. 1848-1853; Okafor, F.O., An investigation on the use of superplasticizer in palm kernel shell aggregate concrete (1991) Cem Concr Res, 21, pp. 551-557; Basri, H.B., Mannan, M.A., Zain, M.F.M., Concrete using waste oil palm shells as aggregate (1999) Cem Concr Res, 29, pp. 619-622; Teo, D.C.L., Mannan, M.A., Kurian, V.J., Zakaria, I., Flexural behaviour of reinforced lightweight OPS concrete beams (2006), pp. 244-52. , In: 9th International conference on concrete engineering and technology, MalaysiaTeo, D.C.L., Mannan, M.A., Kurian, V.J., Ganapathy, C., Lightweight concrete made from oil palm shell (OPS): structural bond and durability properties (2007) Build Environ, 42, pp. 2614-2621; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Influence of cementitious materials and aggregates content on compressive strength of palm kernel shell concrete (2008) J Appl Sci, 8 (18), pp. 3207-3213; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Fayyadh, M.M., Shear behaviour of reinforced palm kernel shell concrete beams (2011) Constr Build Mater, 25, pp. 2918-2927; Alengaram, U.J., Mahmud, H., Jumaat, M.Z., Comparison of mechanical and bond properties of oil palm kernel shell concrete with normal weight concrete (2010) Int J Phys Sci, 5 (8), pp. 1231-1239; Alengaram, U.J., Mahmud, H., Jumaat, M.Z., Shirazi, S.M., Effect of aggregate size and proportion on strength properties of palm kernel shell concrete (2010) Int J Phys Sci, 5 (12), pp. 1848-1856; (1997), (PART 1). , BS 8110. Structural use of concrete. Code of practice for design and construction. British Standards Institution, London, UKMannan, M.A., Ganapathy, C., Engineering properties of concrete with oil palm shell as coarse aggregate (2002) Constr Build Mater, 16, pp. 29-34; Alengaram, U.J., Mahmud, H., Jumaat, M.Z., Enhancement and prediction of modulus of elasticity of palm kernel shell concrete (2011) Mater Des, 32 (4), pp. 2143-2148; Mehta, P.K., Monteiro, P.J.M., (2006) Concrete: microstructure, properties and materials, , McGraw-Hill, New York; Shetty, M.S., (2005), Concrete technology theory and practice. 3rd Multicolor illustrative revised ed., India(1987), ACI Committee 213. Guide for structural lightweight aggregate concrete, (ACI 213R-87). American Concrete Institute, Farmington Hills, MIChandra, S., Berntsson, L., (2002) Lightweight aggregate concrete: science, technology, and applications, , Noyes/William A Publ., United States; Domagala, L., Modification of properties of structural lightweight concrete with steel fibers (2011) J Civil Eng Manage, 17 (1), pp. 36-44; Balendran, R.V., Zhou, F.P., Nadeem, A., Leung, A.Y.T., Influence of steel fibres on strength and ductility of normal and lightweight high strength concrete (2002) Build Environ, 37, pp. 1361-1367; Campione, G., Miraglia, N., Papia, M., Mechanical properties of steel fibre reinforced lightweight concrete with pumice stone or expanded clay aggregates (2001) Mater Struct, 34, pp. 201-210; Libre, N.A., Shekarchi, M., Mahoutian, M., Soroushian, P., Mechanical properties of hybrid fiber reinforced lightweight aggregate concrete made with natural pumice (2011) Constr Build Mater, 25 (5), pp. 2458-2464; Gao, J., Suqa, W., Morino, K., Mechanical properties of steel fiber-reinforced, high-strength, lightweight concrete (1997) Cem Con Comp, 19, pp. 307-313; Rossignolo, J.A., Agnesini, M.V.C., Morais, J.A., Properties of high-performance LWAC for precast structures with Brazilian lightweight aggregates (2003) Cem Con Comp, 25, pp. 77-82; Topcu, I.B., Uygunoglu, T., Effect of aggregate type on properties of hardened self-consolidating lightweight concrete (SCLC) (2010) Constr Build Mater, 24, pp. 1286-1295; McCormac, J.C., Nelson, J.K., (2006) Design of reinforced concrete, , John Wiley & Sons, Inc., USA; Shannag, M.J., Characteristics of lightweight concrete containing mineral admixtures (2011) Constr Build Mater, 25, pp. 658-662; Akbar, H., Design of reinforced concrete structures (2008) Basic topics, 1. , Simay Danesh Publ., Iran; Turatsinzea, A., Garros, M., On the modulus of elasticity and strain capacity of self-compacting concrete incorporating rubber aggregates (2008) Reso Conser Recycl, 52, pp. 1209-1215; Ray, S.S., (1995) Reinforced concrete: analysis and design, , Blackwell Science Ltd., First published, UK; Shafigh, P., Mahmud, H., Jumaat, M.Z., Effect of steel fiber on the mechanical properties of oil palm shell lightweight concrete (2011) Mater Des, 32 (7), pp. 3926-3932; Teo, D.C.L., Mannan, M.A., Kurian, V.J., Production of lightweight concrete using oil palm shell (OPS) aggregates (2009), pp. 661-6. , In: 4th International conference on construction materials: performance, innovations and structural implications, Nagoya, JapanBabu, K.G., Babu, D.S., Behaviour of lightweight expanded polystyrene concrete containing silica fume (2003) Cem Concr Res, 33, pp. 755-762; Babu, D.S., Babu, K.G., Wee, T.W., Properties of lightweight expanded polystyrene aggregate concretes containing fly ash (2005) Cem Concr Res, 35, pp. 1218-1223; Chena, B., Liu, J., Properties of lightweight expanded polystyrene concrete reinforced with steel fiber (2004) Cem Concr Res, 34, pp. 1259-1263; Siddique, R., Naik, T.R., Properties of concrete containing scrap-tire rubber - an overview (2004) Waste Manage, 24, pp. 563-569; Al-Manaseer, A.A., Dalal, T.R., Concrete containing plastic aggregates (1997) Concr Int, 19 (8), pp. 47-52; Okafor, F.O., Palm kernel shell as aggregate for concrete (1988) Cem Concr Res, 18, pp. 901-910; Mannan, M.A., Basri, H.B., Zain, M.F.M., Islam, M.N., Effect of curing conditions on the properties of OPS-concrete (2002) Build Environ, 37, pp. 1167-1171; Jumaat, M.Z., Alengaram, U.J., Mahmud, H., Shear strength of oil palm shell foamed concrete beams (2009) Mater Des, 30, pp. 2227-2236; Neville, A.M., (2008) Properties of concrete, , CTP-VVP, Malaysia; Shafigh, P., Jumaat, M.Z., Mahmud, H., Alengaram, U.J., A new method of producing high strength oil palm shell lightweight concrete (2011) Mater Des, 32 (10), pp. 4839-4843; Kockal, N.U., Ozturan, T., Strength and elastic properties of structural lightweight concretes (2011) Mater Des, 32 (4), pp. 2396-2403; (1985), (PART 2). , BS 8110:1985. Structural use of concrete. Part 2: Code of practice for special circumstances. London: British Standards Institution(1995), ACI Committee 318, Building code requirements for reinforced concrete (ACI 318-95). ACI, Farmington Hills, MIHossain, K.M.A., Ahmed, S., Lachemi, M., Lightweight concrete incorporating pumice based blended cement and aggregate: mechanical and durability characteristics (2011) Constr Build Mater, 25, pp. 1186-1195; (1977), CEB/FIP Manual of design and technology, lightweight aggregate concrete. Great Britain: First publTasnimi, A.A., Mathematical model for complete stress-strain curve prediction of normal, light-weight and high-strength concretes (2004) Mag Con Res, 56 (1), pp. 23-34; Slate, F.O., Nilson, A.H., Martinez, S., Mechanical properties of high strength lightweight concrete (1986) ACI J, 83 (7), pp. 606-613

Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Safiuddin, M.; Faculty of Engineering, Department of Civil and Environmental Engineering, University of Waterloo, 200 University Avenue West, Waterloo, ON, N2L 3G1, Canada References: Khayat, K.H., (1999) ACI Mater. J., 96, p. 346; Aggarwal, P., Siddique, R., Aggarwal, Y., Gupta, S.M., (2008) Leonardo Electron. J. Pract. Technol., 12, p. 15; Dhonde, H.B., Mo, Y.L., Hsu, T.T.C., Vogel, J., (2007) ACI Mater. J., 104, p. 491; Safiuddin, M., (2008) Development of self-consolidating high performance concrete incorporating rice husk ash, , Ph.D. Thesis, University of Waterloo, Waterloo, Ontario, Canada; Safiuddin, M., West, J.S., Soudki, K.A., (2010) Cem. Concr. Compos., 32, p. 708; Safiuddin, M., West, J.S., Soudki, K.A., (2012) Constr. Build. Mater., 30, p. 833; Khayat, K.H., (2000) ACI Mater. J., 97, p. 526; Bouzouba�¢, N., Lachemi, M., (2001) Cem. Concr. Res., 31, p. 413; Okamura, H., Ozawa, K., (1994) Proceedings of the International Workshop on High-Performance Concrete, p. 31. , edited by P. Zia, American Concrete Institute, Farmington Hills, Michigan, USA; Safiuddin, M., Isa, M.H.M., Jumaat, M.Z., (2011) Chiang Mai J. Sci., 38, p. 389; Sata, V., Jaturapitakkul, C., Kiattikomol, K., (2007) Constr. Build. Mater., 21, p. 1589; Tangchirapat, W., Saeting, T., Jaturapitakkul, C., Kiattikomol, K., Siripanichgorn, A., (2007) Waste Manage., 27, p. 81; Tay, J.-H., Show, K.-Y., (1995) Resour. Conserv. Recycl., 13, p. 27; Chindaprasirt, P., Homwuttiwong, S., Jaturapitakkul, C., (2007) Constr. Build. Mater., 21, p. 1492; Awal, A.S.M.A., Hussin, M.W., (1999) Durability of Building Materials and Components, , edited by M. A. Lacasse and D. J. Vanier, Institute for Research in Construction, Ottawa Ontario, Canada; ASTM C 33, Standard specification for concrete aggregates (2004) Annual Book of ASTM Standards, , 04.02 American Society for Testing and Materials, Philadelphia, USA; ASTM C 618, Standard specification for fly ash and raw or calcined natural pozzolan for use as a mineral admixture in portland cement concrete (2009) Annual Book of ASTM Standards, , 04.02 American Socity for Testing and Materials, Philadelphia, USA; (2009) Annual Book of ASTM Standards, , STM C 430, Standard test method for fineness of hydraulic cement by the 45-_m (No. 325) sieve, in: Vol. 04.01, American Society for Testing and Materials, Philadelphia, USA; ASTM C 150, Standard specification for portland cement (2002) Annual Book of ASTM Standards, , 04.01 American Society for Testing and Materials, Philadelphia, USA; (2002) EFNARC, Specifications and guidelines for self-consolidating concrete, European Federation of Suppliers of Specialist Construction Chemicals (EFNARC), Surrey, , UK; Do, E., (1975) Design of normal concrete mixes, , Department of Environment, The Building Research and Establishment (BRE) Publication, Watford, UK; ASTM C1611/C 1611M, Standard test method for slump flow of selfconsolidating concrete (2006) Annual Book of ASTM Standards, , 04.02 American Society for Testing and Materials, Philadelphia, USA; ASTM C 39/C 39M, Standard test method for compressive strength of cylindrical concrete specimens (2004) Annual Book of ASTM Standards, , 04.02 American Society for Testing and Materials, Philadelphia, USA; ASTM C 597, Standard test method for pulse velocity through concrete (2004) Annual Book of ASTM Standards, , 04.02 American Society for Testing and Materials, Philadelphia, USA; ASTM C 642, Standard test method for density, absorption, and voids in hardened concrete (2004) Annual Book of ASTM Standards, , 04.02 American Society for Testing and Materials, Philadelphia, USA; (2005) SCCEPG, The European guidelines for self-compacting concrete: Specification, production and use, Self-Compacting Concrete European Project Group (SCCEPG), , The European Federation of Concrete Admixtures Associations, West Midlands, UK; ASTM C1621/C 1621M, Standard test method for passing ability of selfconsolidating concrete by J-ring (2006) Annual Book of ASTM Standards, , 04.02 American Society for Testing and Materials, Philadelphia, USA; Koehler, E.P., Fowler, D.W., (2006) Research Report 108-1, International Center for Aggregates Research, , University of Texas at Austin, Texas, USA; Bonen, D., Shah, S.P., (2005) Prog. Struct. Mater. Eng., 7, p. 14; Neville, A.M., (1996) Properties of Concrete, Fourth and Final edn, , John Wiley & Sons, Inc., New York, USA; Zhang, M.H., Lastra, R., Malhotra, V.M., (1996) Cem. Concr. Res., 26, p. 963; Shetty, M., (2001) Concrete Technology: Theory and Practice, , S. Chand and Company Ltd., New Delhi, India; Naik, T.R., Malhotra, V.M., Popovics, J.S., (2004) Handbook on Nondestructive Testing of Concrete, , CRC Press, Florida, USA; Safiuddin, M., Hearn, N., (2005) Cem. Concr. Res., 35, p. 1008; Demirbo�§a, R., T��rkmen, I., Karakoc, M.B., (2004) Cem. Concr. Res., 34, p. 2329; Kosmatka, S.H., Kerkhoff, B.B., Panarese, W.C., (2002) Design and control of concrete mixtures, , Portland Cement Association, Skokie, Illinois, USA; Safiuddin, M., Mahmud, H.B., Jumaat, M.Z., (2011) Arab J. Sci. Eng., 36, p. 761; Al-Amoudi, O.S.B., Maslehuddin, M., Asi, I.M., (1996) Cem. Concr. Aggreg., 18, p. 71; Lian, C., Zhuge, Y., Beecham, S., (2011) Constr. Build. Mater., 25, p. 4294

Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Shafigh, P.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia; email: p_shafigh@yahoo.com References: Olanipekun, E.A., Olusola, K.O., Ata, O., A comparative study of concrete properties using coconut shell and palm kernel shell as coarse aggregates (2006) Build. Environ., 41, pp. 297-301; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Ductility behaviour of reinforced palm kernel shell concrete beams (2008) Eur. J. Scientific Res., 23 (3), pp. 406-420; Teo, D.C.L., Mannan, M.A., Kurian, V.J., Flexural behaviour of reinforced lightweight concrete beams made with oil palm shell (OPS) (2006) J. Adv. Concrete Technol., 4 (3), pp. 459-468; Teo, D.C.L., Mannan, M.A., Kurian, V.J., Ganapathy, C., Lightweight concrete made from oil palm shell (OPS): structural bond and durability properties (2007) Build. Environ., 42, pp. 2614-2621; Okafor, F.O., Palm kernel shell as a lightweight aggregate for concrete (1988) Cement Concrete Res., 18, pp. 901-910; Okpala, D.C., Palm kernel shell as a lightweight aggregate in concrete (1990) Build. Environ., 25, pp. 291-296; Mannan, M.A., Ganapathy, C., Engineering properties of concrete with oil palm shell as coarse aggregate (2002) Constr. Build. Mater., 16, pp. 29-34; Basri, H.B., Mannan, M.A., Zain, M.F.M., Concrete using waste oil palm shells as aggregate (1999) Cement Concrete Res., 29, pp. 619-622; Mannan, M.A., Basri, H.B., Zainn, M.F.M., Islam, M.N., Effect of curing conditions on the properties of ops-concrete (2002) Build. Environ., 37, pp. 1167-1171; Part 116 Method for Determination of Compressive Strength of Concrete Cubes, , BS1881, British Stan Ins, London; Newman, J., Choo, B.S., (2003) Advanced Concrete Technology-Constituent Materials, , Great Britain: Butterworth-Heinemann; Standard Specification for Lightweight Aggregates for Structural Concrete Annual Book of ASTM Standards, , ASTM C330-89; Kayali, O., Haque, M.N., Zhu, B., Drying shrinkage of fiber-reinforced lightweight aggregate concrete containing fly ash (1999) Cement Concrete Res., 29, pp. 1835-1840; Atis, C.D., Zcan, F.O., Kilic, A., Karahan, O., Bilim, C., Severcan, M.H., Influence of dry and wet curing conditions on compressive strength of silica fume concrete (2005) Build. Environ., 40, pp. 1678-1683; Caldarone, M.A., (2009) High-Strength Concrete-a Practical Guide, , Canada: Taylor & Francis; Holm, T.A., Bremner, T.W., (2000) State of the art report on high strength, high durability structural low-density concrete for applications in severe marine environments, , US Army Corps of Engineers, Engineer Research and Development Center. ERDC/SL TR-00-3; Neville, A.M., Brooks, J.J., (2008) Concrete Technology, , Malaysia: Pearson Education Asia Pte Ltd, PP(CTP); Lo, T.Y., Cui, H.Z., Li, Z.G., Influence of aggregate pre-wetting and fly ash on mechanical properties of lightweight concrete (2004) Waste Manag., 24, pp. 333-338; Teo, D.C.L., Mannan, M.A., Kurian, V.J., Structural concrete using oil palm shell (OPS) as lightweight aggregate (2006) Turk. J. Eng. Env. Sci., 30, pp. 251-257; Topcu, I.B., Uygunoglu, T., Effect of aggregate type on properties of hardened self- consolidating lightweight concrete (SCLC) (2010) Constr. Build. Mater., 24 (7), pp. 1286-1295

Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Razavi, S.V.; Jundi-Shapur University of Technology, Dezful, Iran; email: vahidrazavy@yahoo.com References: Aydin, A.C., Karako�§, M.B., D��zg��n, O.A., Bayraktutan, M.S., Effect of low quality aggregates on the mechanical properties of lightweight concrete (2010) Sci. Res. Essays, 5 (10), pp. 1133-1140; (1996) Determination of the Dry Density of Lightweight Aggregate Concrete with Open Structure, , BS EN 992, British Standards Institution; Specht, D.F., Probabilistic neural networks (1990) Neural Networks, 3 (1), pp. 109-118; Famili, H., (1997) A Project About Lightweight concrete, , Published by University of Elmo sanat, Iran, Tehran; Gadea, J., Rodr�­guez, A., Campos, P., Garabito, J., Calder�³n, V., Lightweight mortar made with recycled polyurethane foam (2010) Cement Concrete Comp., 32 (9), pp. 672-677; Kendrick, R., Acton, D., Duncan, A., Phase-diversity wave-front sensor for imaging systems (1994) Appl. Optics, 33 (27), pp. 6533-6547; Lanzon, M., Garcia-Ruiz, P.A., Lightweight cement mortars: Advantages and inconveniences of expanded perlite and its influence on fresh and hardened state and durability (2008) Construction and Building Materials, 22 (8), pp. 1798-1806. , DOI 10.1016/j.conbuildmat.2007.05.006, PII S095006180700133X; Lo, T.Y., Cui, H.Z., Effect of porous lightweight aggregate on strength of concrete (2004) Mater. Lett., 58 (6), pp. 916-919; Mahesh, P., Surinder, D., Modeling pile capacity using support vector machines and generalized regression neural network (2008) J. Geotech. Geoenviron., 134 (7), p. 1021; Mahmut, F., Gungor, M., Generalized regression neural networks and feed forward neural networks for prediction of scour depth around bridge piers (2007) Adv. Eng. Softw., 40 (8), pp. 731-737; Mannan, M.A., Alexander, J., Ganapathy, C., Teo, D., Quality improvement of oil palm shell (OPS) as coarse aggregate in lightweight concrete (2006) Build. Environ., 41 (9), pp. 1239-1242; Merikallio, T., Mannonen, R., Penttala, V., Drying of lightweight concrete produced from crushed expanded clay aggregates (1996) Cement and Concrete Research, 26 (9), pp. 1423-1433. , DOI 10.1016/0008-8846(96)00116-0, PII S0008884696001160; Mukesh, D., Introduction to neural networks: Application of neural computing for process chemists, part 1 (1996) J. Chem. Educ., 73 (5), pp. 431-434; Rajamane, N.P., Annie Peter, J., Ambily, P.S., Prediction of compressive strength of concrete with fly ash as sand replacement material (2007) Cement and Concrete Composites, 29 (3), pp. 218-223. , DOI 10.1016/j.cemconcomp.2006.10.001, PII S095894650600179X; Razavi, S.V., Jumaat, M.Z., El-Shafie, A.H., Mohammadi, P., Artificial neural network for mechanical strength prediction of lightweight mortar (2011) Sci. Res. Essays, 6 (16), pp. 3406-3417; Sanahi, G., (1998) Application of Perlit in Construction Process, , University of Tabriz, Iran; Sari, D., Pasamehmetoglu, A., (2004) The Effect of Grading and Admixture on the Pumice Lightweight Aggregate Concrete, Depart. Civil Eng., , Atilim University. Ankara. Turkey; Shideler, J., Lightweight aggregate concrete for structural use (1975) ACI J., 54 (4), pp. 299-328; Shorabi, M., Rigi, A., Application of lightweight concrete properties with lightweight grain of taftan in construction method (2005) 2nd International Conferences on Concrete & Development, p. 109. , Tehran, Iran; Short, M., Kinniburgh, W., (1978) Lightweight Concrete, p. 464. , Galliard; Topcu, I.B., Semi lightweight concretes produced by volcanic slags (1997) Cement and Concrete Research, 27 (1), pp. 15-21. , PII S0008884696001901; Unal, O., Uygunoglu, T., Yildiz, A., Investigation of properties of low-strength lightweight concrete for thermal insulation (2007) Building and Environment, 42 (2), pp. 584-590. , DOI 10.1016/j.buildenv.2005.09.024, PII S0360132305004294; Wehenkel, L., Contingency severity assessment for voltage security using non-parametric regression techniques (1996) IEEE Transactions on Power Systems, 11 (1), pp. 101-111; Wei, Y., Yang, J., Lin, Y., Chuang, S., Wang, H., Recycling of harbor sediment as lightweight aggregate (2008) Mar. Pollut. Bull., 57 (6-12), pp. 867-872; Williams, T., Gucunski, N., Neural networks for backcalculation of modula from SASW test (1995) J. Comput. Civil Eng., 9 (1), pp. 1-9

Notes: Safiuddin, Md Jumaat, Mohd Zamin Salam, Md Abdus

Notes: 914YR Times Cited:0 Cited References Count:23

Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Kobraei, M.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: mkobraei@yahoo.com References: (2004) Guide Test Methods for Fiber-Rreinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures, , ACI 440.3R-04, ACI, Farmington Hills, MI, USA; (1999) Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary(318R-99), , ACI Committee 318, ACI, Farmington Hills, Mich; (2006) Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI440.1R-06), , ACI Committee 440, ACI, Farmington Hills; Ali, M.M.S.M., Oehlers, D.J., Griffit, M.C., Seracino, R., Interfacial stress transfer of near surface-mounted FRP-to-concrete joints (2008) Eng. Struc., 30 (7), pp. 1861-1868; Almusallam, T.H., Al-Salloum, Y.A., Alsayed, S.H., Amjad, M.A., Behavior of concrete beams doubly reinforced by FRP bars (1997) Proceedings of the Third International Symposium on Non-metallic (FRP) Reinforcement for Concrete Structures (FRPRCS- 3), 2, pp. 471-478. , Japan; Alsayed, S.H., Flexural behaviour of concrete beams reinforced with GFRP bars (1998) Cem. Concr. Compos., 20 (1), pp. 1-11; Standard practice for conditioning plastics and electrical insulating materials for testing (1995) Annual Book of ASTM Standards, 8, p. 01. , ASTM D618-61, Philadelphia, PA: American Society for Testing and Materials; Badawi, M., Soudki, K., Flexural strengthening of RC beams with prestressed NSM CFRP rods - Experimental and analytical investigation (2009) Cons. Buil. Mater., 23 (10), pp. 3292-3300; Barros, J.A.O., Fortes, A.S., Flexural strengthening of concrete beams with CFRP laminates bonded into slits (2005) Cem. Conc. Compo., 27 (4), pp. 471-480; Blaschko, M., Zilch, K., Rehabilitation of concrete structures with strips glued into slits (1999) Proceedings of the 12th Int, , Conference on Composite Materials, Paris; Chitsazan, I., Kobraei, M., Zamin, J.M., Shafigh, P., An experimental study on the flexural behavior of FRP RC beams and a comparison of the ultimate moment capacity with ACI (2010) J. Civ. Eng. Cons. Tech., 1 (2), pp. 27-42; El-Hacha, R., Rizkalla, S.H., Near-surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures (2004) Stru. J., 101 (5), pp. 717-726; Faisal, F.W., Samir, A.A., Ghazi, S.H., Shear behavior of reinforced high-strength concrete beams without shear reinforcement (1994) Eng. J. Qatar Univ., 7, pp. 91-113; Islam, A.K.M., Effective methods of using CFRP bars in shear strengthening of concrete girders (2009) Eng. Stru., 31 (3), pp. 709-714; Lorenzis, D.L., Nanni, A., Bond between near-surface mounted FRP rods and concrete in structural strengthening (2002) ACI Stru. J., 99 (2), pp. 123-133; Nanni, A., Composites: Coming on Strong (1999) Con. Constr., 44 (1), pp. 120-124; Novidis, D., Pantazopoulou, S.J., Tentolouris, E., Experimental study of bond of NSM-FRP reinforcement (2007) Cons. Buil. Mater., 21 (8), pp. 1760-1770; Rizzo, A., de Lorenzis, L., Behavior and capacity of RC beams strengthened in shear with NSM FRP reinforcement (2009) Cons. BuiL. Mater., 23 (4), pp. 1555-1567; Th�©riault, M., Benmokrane, B., Effects of FRP reinforcement ratio and concrete strength on flexural behavior of concrete beams (1998) J. Compo. Const., 2 (1), pp. 7-16; Tureyen, A.K., Frosch, R.J., Shear tests of FRP-reinforced concrete beams without stirrups (2002) ACI Struct. J., 99 (4), pp. 427-434; Wang, B., Teng, J.G., Lorenzis, L.D., Zhou, L.M., Ou, J., Jin, W., Lau, K.T., Strain monitoring of RC members strengthened with smart NSM FRP bars (2009) Cons. Buil. Mate., 23 (4), pp. 1698-1711; Yang, J., Wu, Y.F., Interfacial stresses of FRP strengthened concrete beams: Effect of shear deformation (2007) Compo. Struct., 80 (3), pp. 343-351; Yost, J.R., Goodspeed, C.H., Schmeckpeper, E.R., Flexural performance of concrete beams reinforced with grids (2001) J. Compo. Constr., 5 (1), pp. 18-25

Notes:

Notes: 690FM Times Cited:6 Cited References Count:26

Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Rahman, M. M.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: mukhlesrhd@yahoo.com References: (2008) Guide for the Design and Construction of Externally Bonded FRP System for Strengthening Concrete Structures, p. 45. , ACI 440.2R-08., ACI Committee 440, American Concrete Institute, Farmington Hills, MI; (2004) Prestressing Concrete Structures with FRP Tendons, p. 35. , ACI 440.4R-04., ACI Committee 440, American Concrete Institute, Farmington Hills, MI; Aram, M.R., Czaderski, C., Motavalli, M., Debonding failure modes of flexural FRP-strengthened RC beams (2008) Compos. Part B: Eng., 39, pp. 826-841; Badawi, M., (2007) Monotonic and Fatigue Flexural Behaviour of RC Beams Strengthened with Prestressed NSM CFRP Rods, , PhD thesis, University of Waterloo, Waterloo, Ontario, Canada; Badawi, M., Soudki, K., Flexural strengthening of RC beams with prestressed NSM CFRP rods-Experimental and analytical investigation (2009) Constr. Build. Mater., 23, pp. 3292-3300; Baghiee, N., Esfahani, R.M., Moslem, K., Studies on damage and FRP strengthening of reinforced concrete beams by vibration monitoring (2009) Eng. Struct., 31, pp. 875-893; Bank, L.C., Mechanically fastened FRP (MF-FRP)-A viable alternative for strengthening RC members (2004) FRP Composites in Civil Engineering-Seracino, , Ed., Adelaide, AUSTRALIA, University of Adelaide; Barros, J.A.O., Varma, R.K., Sena-Cruz, J.M., Azevedo, A.F.M., Near surface mounted CFRP strips for the flexural strengthening of RC columns: Exp (2008) Eng. Struc., 30, pp. 3412-3425; Borowicz, D.T., (2002) Rapid strengthening of concrete beams with powder-actuated fastening syst. and fiber reinforced polymer (FRP) composite material, , MS thesis, Department of Civil Engineering, University of Wisconsin-Madison, Madison, Wise. USA; Capozucca, R., Static and dynamic response of damaged RC beams strengthened with NSM CFRP rods (2009) Compos. Struct., 91, pp. 237-248; Ceroni, F., Experimental performances of RC beams strengthened with FRP material (2010) Constr. Build. Mater., 24, pp. 1547-1559; Ceroni, F., Pecce, M., Matthys, S., Taerwe, L., Debonding strength and anchorage devices for reinforced concrete elements strengthened with FRP sheets (2008) Compos. Part B: Eng., 39, pp. 429-441; Chen, J.F., Teng, J.G., Anchorage Length Models for FRP and Steel Plates Bonded to Concrete (2001) J. Struct. Eng., 127, pp. 784-791; Choi, H.T., (2008) Flexural Behaviour of Partially Bonded CFRP Strengthened Concrete T-Beams, , PhD thesis, University of Waterloo, Civil and Environmental Engineering, Waterloo, Ontario, Canada; Costa, I.G., Barros, J.A.O., Flexural and shear strengthening of RC beams with composite material-The influence of cutting steel stirrups to install CFRP strips (2010) Cem. Concr. Compos, , In Press, Corrected Proof; Dai, J., Ueda, T., Sato, Y., Devel of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method (2005) J. Compos. Constr., 9, pp. 52-62; El-Hacha, R., Filho, D.S., Melo, G.S., Rizkalla, S.H., Effective of Near Surface Mounted FRP Reinforcement for Flexural Strengthening of Reinforced Concrete Beams (2004) Proceedings of International Conference on Advanced Composite Materials in Bridges and Structures, , ACMBS-IV, Calgary, Ontario, Canada; El-Hacha, R., Green, M.F., Wight, R.G., Innovative System for Prestressing FRP Sheets (2003) ACI Struct. J., 100, pp. 239-252; El-Hacha, R., Green, M.F., Wight, R.G., Flexural Behaviour of Concrete Beams Strengthened with Prestressed Carbon Fibre Reinforced Polymer Sheets Subjected to Sustained Loading and Low Temperature (2004) C. J. Civil Eng., 31, pp. 239-252; El-Hacha, R., Rizkalla, S.H., Near-Surface-Mounted Fiber-Reinforced Polymer Reinforcements for Flexural Strengthening of Concrete Structures (2004) ACI. Struct. J., 101, pp. 717-726; El Refai, A., (2007) Monotonic and fatigue flexural performance of RC beams strengthened with externally post-tensioned CFRP tendons, , PhD thesis, University of Waterloo, Waterloo, Ontario, Canada; Eshwar, N., Nanni, A., Ibell, T.J., Performance of Two Anchor Syst. of Externally Bonded Fiber-Reinforced Polymer Laminates (2008) ACI Mater. J., 105, pp. 72-80; Gaafar, M.A., El-Hacha, R., Prestressing concrete beams using NSM FRP technique (2007) Proceedings of International Symposium on Fiber-Reinforced Polymer Reinforcement in Concrete Structures, pp. 8-11. , FRPRCS-8, Partas, Greece; Galati, D., Rizzo, A., Micelli, F., Comparison of reinforced concrete beams strengthened with FRP pre-cured laminate system and tested under flexural loading (2007) Proceedings of the Eighth International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, FRPRCS-8, Thanasis C, p. 10. , In, Triantafillou, Ed., Patras, GREECE; Hassan, T., Rizkalla, S.H., Flexural Strengthening of Prestressed Bridge Slabs with FRP System (2002) PCI J., 47, pp. 76-93; FRP Rehabilitation of Reinforced Concrete Structures (2008) Design Manual, No. 4, , ISIS Canada Corporation, Winnipeg, Manitoba, Canada, ISIS Canada Network of Excellence; Jumaat, M.Z., Alam, M.A., Experimental and numerical analysis of end anchored steel plate and CFRP laminate flexurally strengthened R. C. beams (2010) Int. J. Phys. Sci., 5, pp. 132-144; Jumaat, M.Z., Rahman, M.M., Alam, M.A., Flexural strengthening of RC continuous T beam using CFRP laminate: A review (2010) Int. J. Phys. Sci., 5 (6), pp. 619-625; Jung, W.T., Park, H.Y., Park, J.S., Kang, J.Y., Yoo, Y.J., Experimental Investigation on Flexural Behavior of RC Beams Strengthened by NSM CFRP Reinforcement (2005) Proceedings of International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures, pp. 795-806. , ACI Symp, Publication, SP-230-46; Jung, W.T., Park, J.S., Park, Y.H., A study on the Flexural Behavior of Reinforced Concrete Beams Strengthened with NSM Prestressed CFRP Reinforcement (2007) Proceedings of International Symposium on Fiber-Reinforced Polymer Reinforcement in Concrete Structures, pp. 8-10. , FRPRCS-8, Partas, Greece; Kothandaraman, S., Vasudevan, G., Flexural retrofitting of RC beams using external bars at soffit level-An experimental study (2010) Constr. Build. Mater, , In Press, Corrected Proof; Lamanna, A.J., Bank, L.C., Scott, D.W., Flexural strengthening of RC beams by mechanically attaching fiber-reinforced polymer strips (2004) J. Compos. Constr., 8 (3), pp. 203-210; Lamanna, A.J., Bank, L.C., Scott, D.W., Flexural strengthening of RC beams using fasteners and fiber-reinforced polymer strips (2001) ACI Struct. J., 98 (3), pp. 368-376; Lee, J.H., Lopez, M.M., Bakis, C.E., Flexure behaviour of reinforced concrete beams strengthened with mechanically fastened FRP strip (2007) Proceedings of the Eighth International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures, p. 9. , In, FRPRCS-8, Thanasis C. Triantafillou, Ed., Patras, GREECE; Lorenzis, L., Nanni, A., Bond between Near-Surface Mounted Fiber-Reinforced Polymer Rods and Concrete in Structural Strengthening (2002) ACI Struct. J., 99 (2), pp. 123-132; Lorenzis, L., Lundgren, K., Rizzo, A., Anchorage Length of Near-Surface Mounted Fiber-Reinforced Polymer Bars for Concrete Strengthening-Experimental Investigation and Numerical Modeling (2004) ACI Struct. J., 101 (2), pp. 269-278; Lorenzis, L., Miller, B., Nanni, A., Bond of Fiber-Reinforced Polymer Laminates to Concrete (2001) ACI Mater. J., 98 (3), pp. 256-264; Millar, D., Scott, P., Clenin, R., Bridge Strengthening with Prestressed CFRP Plate System (2004) Proceedings of the Second International Conference on FRP Composites in Civil Engineering, pp. 463-469. , Adelaide, Australia; Mohamed, B.B., Abdelouahed, T., Samir, B., Approximate analysis of adhesive stresses in the adhesive layer of plated RC beams (2009) Comput. Mater. Sci., 46, pp. 15-20; Mukherjee, A., Rai, G.L., Performance of reinforced concrete beams externally prestressed with fiber composites (2009) Constr. Build. Mater., 23, pp. 822-828; Nakaba, K., Kanakuto, T., Furuta, T., Yoshizawa, H., Bond Behavior between Fiberreinforced Polymer Laminates and Concrete (2001) ACI Struct. J., 98 (3), pp. 359-367; Nanni, A., Bakis, C.E., Boothby, T.E., Test method for FRP-concrete systems subjected to mechanical loads: Stage of the art review (1995) J. Rein. Plast. Compos., 14 (6), pp. 524-558; Nordin, H., Taljsten, B., Prestressed Near Surface Mounted Reinforcement (NSMR) for Strengthening Concrete Beams (2004) Proceedings of the Second International Conference on FRP Composites in Civil Engineering, pp. 447-454. , Adelaide, Australia; Nordin, H., Taljsten, B., Concrete beams strengthened with prestressed near surface mounted CFRP (2006) J. Compos. Constr., 10 (1), pp. 60-68; Ombres, L., Prediction of intermediate crack debonding failure in FRP-strengthened reinforced concrete beams (2010) Compos. Struct., 92, pp. 322-329; Pham, H., Al-Mahaidi, R., Prediction models for debonding failure loads of carbon fiber reinforced polymer retrofitted reinforced concrete beams (2006) J. Compos. Constr., 10, pp. 48-59; Pham, H., Al-Mahaidi, R., Assessment of Available Prediction Models for the Strength of FRP Retrofitted RC Beams (2004) Compos. Struct., 66 (1-4), pp. 601-610; Rasheed, H.A., Harrison, R.R., Peterman, R.J., Alkhrdaji, T., Ductile strengthening using externally bonded and near surface mounted composite systems (2010) Compos. Struct., 92, pp. 2379-2390; Tan, K.H., Saha, M.K., Liew, Y.S., FRP-strengthened RC beams under sustained loads and weathering (2009) Cem. Concr. Compos., 31, pp. 290-300; Wang, Y.C., Hsu, K., Design recommendations for the strengthening of reinforced concrete beams with externally bonded composite plates (2009) Compos. Struct., 88, pp. 323-332; Wight, R.G., Green, M.F., Erki, M.A., Prestressed FRP Sheets for Poststrengthening Reinforced Concrete Beams (2001) J. Compos. Constr., 5 (4), pp. 214-220; Xiong, G.J., Jiang, X., Liu, J.W., Chen, L., A way for preventing tension delamination of concrete cover in midspan of FRP strengthened beams (2007) Constr. Build. Mater., 21, pp. 402-408

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Notes: Cited By (since 1996): 2 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Narmashiri, K.; Civil Engineering Department, Faculty of Engineering, Islamic Azad University, Zahedan Branch, Zahedan 98168, Iran; email: narmashiri@siswa.um.edu.my References: Al-Emrani, M., Linghoff, D., (2005) Kliger R (2005). Bonding Strength and Fracture Mechanisms In Composite Steel-CFRP Elements. International Symposium On Bond Behaviour of FRP In Structures, , BBFS, International Institute for FRP in Construction; Al-Emrani, M., Kliger, R., Experimental and numerical investigation of the behaviour and strength of composite steel-CFRP members (2006) Adv. Struct. Eng, 9, pp. 819-831; Buyukozturk, O., Gunes, O., Karaca, E., Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites (2004) Constr. Build. Mater, 18, pp. 9-19; Chiew, S.P., Lie, S.T., Lee, C.K., Yu, Y., Debonding failure model for FRP retrofitted steel beams (2005) Fourth International Conference On Advances In Steel Structures, , Shanghai, China; Deng, J., Lee, M.M.K., Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate (2007) Comp. Struct, 78, pp. 232-242; Deng, J., Lee, M.M.K., Fatigue performance of metallic beam strengthened with a bonded CFRP plate (2007) Comp. Struct, 78, pp. 222-231; Deng, J., Lee, M.M.K., Moy, S.S.J., Stress analysis of steel beams reinforced with a bonded CFRP plate (2004) Comp. Struct, 65, pp. 205-215; Haghani, R., Al-Emrani, M., Kliger, R., Control of Interfacial Stresses in Beams Strengthened with Prestressed CFRP Laminates (2007) Asia-Pacific Conference On FRP In Structures (APFIS 2007), , Hong Kong, China; Haghani, R., Al-Emrani, M., Kliger, R., Interfacial stress analysis of geometrically modified adhesive joints in steel beams strengthened with FRP laminates (2009) Constr. Build. Mater, 23, pp. 1413-1422; Hollaway, L.C., Zhang, L., Photiou, N.K., Teng, J.G., Zhang, S.S., Advances in Adhesive Joining of Carbon Fibre/Polymer Composites to Steel Members for Repair and Rehabilitation of Bridge Structures (2006) Adv. Struct. Eng, 9, pp. 791-803; Linghoff, D., Haghani, R., Al-Emrani, M., Carbon-fibre composites for strengthening steel structures (2009) Thin Wall. Struct, 47, pp. 1048-1058; Narmashiri, K., Zamin, J.M., Reinforced steel I-beams: A comparison between 2D and 3D simulation (2011) Simul. Model. Pract. Theory, 19, pp. 564-585; Narmashiri, K., Zamin, J.M., Ramli, S.N.H., Investigation on end anchoring of CFRP strengthened steel I-beams (2010) Int. J. Phys. Sci, 5, pp. 1360-1371; Narmashiri, K., Zamin, J.M., Ramli, S.N.H., Failure modes of CFRP flexural strengthened steel I-beams (2011) Key Eng. Mater, 471-472, pp. 590-595; Schnerch, D., Dawood, M., Sumner, E., Rizkalla, S., (2006) Dseign Guidelines For Strengthening of Steel-concrete Composite Beams With High Modulus CFRP Materials, , 7th. International Conference on Short and Medium Span Bridges; Schnerch, D., Stanford, K., Sumner, E., (2005) Rizkalla S (2005). Bond Behavior of CFRP Strengthened Steel Bridges and Structures. International Symposium On Bond Behaviour of FRP In Structures, , BBFS, International Institute for FRP in Construction; (2008), SIKA Product Information, Second ed., Sika�® Kimia Sdn Bhd., Kuala LumpurUR - http://www.scopus.com/inward/record.url?eid=2-s2.0-79960767860&partnerID=40&md5=e7be078f2d2b8c03355c453b3e30dc15

Notes: 855LU Times Cited:1 Cited References Count:18

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Notes: 725KE Times Cited:3 Cited References Count:23

Notes: Cited By (since 1996): 1 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Razavi, S. V.; Civil Engineering Department, University Malaya (UM)Malaysia; email: Vahidrazavy@yahoo.com References: Bishop, C.M., (1995) Neural networks for pattern recognition, , Oxford University Press. Oxford. England; Carpenter, W.C., Barthelemy, J.F., Common Misconceptions about Neural Networks as Approximators (1994) ASCE J. Comput. Civil Eng., 8, pp. 345-358; Davies, J.M., Recent research advances in cold-formed steel structures (2000) J. Construct Steel Res., p. 55; Fatih, A., ��zg��r, K., Kamil, A., Predicting the compressive strength of steel fiber added lightweight concrete using neural network (2008) Comp. Mater. Sci., 42, p. 2; Gadea, J., Rodr�­guez, A., Campos, P.L., Garabito, J., Calder�³n, V., Lightweight mortar made with recycled polyurethane foam (2010) Cement Concrete Comp., 32, pp. 672-677; Haykin, S., (1999) Neural networks: A comprehensive foundation, , Prentice Hall Inc. Englewood Cliffs. N. J; Ilker, B.T., Mustafa, S., Prediction of properties of waste AAC aggregate concrete using artificial neural network (2007) Comput. Mater. Sci., 41, pp. 117-125; Kulkarni, A.D., (1994) Artificial neural networks for image understanding, , Van Nosrand Reinhold. NY. USA; Laurene, V.F., (1994) Fundamentals of neural networks: Architectures, algorithms, and applications, , Prentice-Hall. Englewood Cliffs. NJ; Manish, A.K., Rajiv, G., Concrete compressive strength prediction using ultrasonic pulse velocity through artificial neural networks (2006) Birla Inst. Technol. Sci. Autom. Construct., 15, pp. 374-379. , Civil Engineering Group; Merikallio, T., Mannonen, R., Drying of Lightweight Concrete Produced From Crushed Expended Clay Aggregates (1996) Com Concer Res., 26, pp. 1423-1433; Short, M., Kinniburgh, W., (1978) Lightweight Concrete, pp. 443-455. , Applied Science Publishers. London; Raghu, B.K., Eskandari, H., Venkatarama, B.V., (2001) Prediction of compressive strength of SCC and HPC with high volume fly ash using ANN, 23, pp. 117-128. , College of Engineering. Al-Balqa� Applied University. Construct. Build. Mater; Rumelhart, D.E., Hinton, G.E., Williams, R.J., Learning Internal Representations by Error Propagation (1986) Parallel Distributed Processing Foundations, 1. , In, Rumelhart DE, and McClelland J L. The MIT Press; Unal, O., Uygunog, T., Yildiz, A., Investigation of properties of low strength lightweight concrete for thermal insulation (2007) Build. Environ., 42, pp. 584-590

Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Far, M. R. H.; Civil Engineering Department, Islamic Azad University, Dezful BranchIran; email: halvaefar2006@gmail.com References: Akbulut, S., Hasilog�¢lu, A.S., Pamukcu, S., (2004) Soil Dynamics and Earthquake Engineering, 24, pp. 805-814; Amen, A., Laurent, M., Manuel, L., Patric, H., Strengthening slab using externally-bonded strip composite (2008) Composite, 39, pp. 1125-1135; Bimal, B.A., Hiroshi, M., Prediction of shear strength of steel fiber RC beams using neural networks (2006) Construction Build. Mater., 20 (9), pp. 801-811; Caudill, M., Butler, C., (1990) Neural Intelligent System, , MIT Press. Cambridge. Ma; Chen, H.M., Tsai, K.H., Qi, G.Z., Yang, J.C.S., Amini, F., Neural networks for structural control (2005) J. Computational Civil Eng., 9 (2), pp. 168-176; Christopher, K.Y., Zhongfan, C., Stephen, K.L., Effect of size on the failure of FRP strengthened reinforced concrete beams (2002) Adv. Build. Technol., pp. 797-801; Clarke, J.K., Waldron, P., The reinforcement of concrete structures with advanced composites (1996) Struct. Eng., 74, p. 1996; Consolazio, G.R., Iterative equation solver for bridge analysis using neural networks (2000) Computer-Aided Civil Infrastructure Eng., 15 (2), pp. 107-119; Hadi, M.N.S., Neural network applications in concrete structures (2003) Comput. Struct. Elsevier Sci. Ltd, 81, pp. 373-381; Hawley, D.D., John, D.J., Dijjotam, R., Artificial Neural System: A New Tool Financial Decision Making (1990) Fin. Anal. J., pp. 63-72; Haykin, S., (1994) Neural Networks: A Comprehensive Foundation, , Macmillan College Publishing Company Inc. New York. United States; Hong-Guang, N., Ji-Zong, W., Prediction of compressive strength of confined concrete by neural networks (2000) Cement Concrete Res. Elsevier Sci., 30, pp. 1245-1250. , Ltd; Ilker, B.T., Mustafa, S., Prediction of rubberized mortar properties using artificial neural network and fuzzy logic (2008) J. Mater. Process. Technol., pp. 108-118; Jamal, A.A., Elsanosi, A., Abdelwahab, A., Modeling and simulation of shear resistance of R/C beams using artificial neural network (2007) J. Franklin Institute, 344 (5), pp. 741-756; Kasperkiewics, J., Racz, J., Dubrawski, A., HPC strength prediction using ANN (1995) ASCE J. Comput. Civil Eng., 9, pp. 279-284; Kerh, T., Yee, Y.C., Analysis of a deformed three-dimensional culvert structure using neural networks (2000) Adv. Eng. Software, 31 (5), pp. 367-375; Lee, J.J., Lee, J.W., Yi, J.H., Yun, C.B., Jung, H.Y., Neural network-based damage detection for bridges considering errors in baseline finite element models (2005) J. Sound Vib., 280, pp. 555-578; Li, L.J., Guo, Y.C., Liu, F., Bungey, J.H., An experimental and numerical study of the effect of thickness and length of CFRP on performance of repaired reinforced concrete beam (2005) Construction Building Mater., 20, pp. 901-909; Mansour, M.Y., Dicleli, M., Lee, J.Y., Zhang, J., Predicting the shear strength of reinforced concrete beams using artificial neural networks (2004) Engine. Struct., 26, pp. 781-799; Naci, C., Muzaffer, E., Zeynep, D.Y., Mehmet, S., (2007) Neural networks in 3-dimensional dynamic analysis of reinforced concrete buildings; Rajagopalan, P.R., Prakash, J., Naramimhan, V., Correlation between ultrasonic pulse velocity and strength of concrete (1973) Indian Concrete J., 47 (11), pp. 416-418; Ripley, B.D., (1996) Pattern recognition and neural networks, , Cambridge University Press. New York; Smith, S.T., Kim, S.J., (2008) Strengthening of one-way spanning RC slabs with cutouts using FRP composites, , The University of Hong Kong. University of Technology Sydney, Australia; Taljsten, B., Elfgren, L., Strengthening of concrete beams for shear using CFRP-materials: Evaluation of different application methods (2000) Composites. Part B. Eng., 31, pp. 87-96; Wasserman, R., Bentur, A., Interfacial interactions in lightweight aggregate concretes and their influence on the concrete strength (1996) Cement Concrete Composites, 18, pp. 67-76; Yeh, I.C., Modeling of strength of HPC using ANN (1998) Cem. Concr. Res., 28, pp. 1797-1808; Yeung, W.T., Smith, J.W., Damage detection in bridges using neural networks for pattern recognition of vibration signatures (2005) Eng. Struct., 27, pp. 685-698

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Notes: Cited By (since 1996): 4 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Alam, M. A.; Department of Civil Engineering, University of Malaya, 50603, Kuala Lumpur, Malaysia; email: ashraf_arif2003@yahoo.com References: Adhikary, B.B., Mutsuyoshi, H., Ashraf, M., Shear Strengthening of Reinforced Concrete Beams Using Fiber-Reinforced Polymer Sheets with Bonded Anchorage (2004) ACI Struct. J., 101 (5), pp. 660-668; Aram, M.R., Czaderski, C., Motavalli, M., Debonding failure modes of flexural FRP-strengthened RC beams (2008) Composites: Part B., 39, pp. 826-841; Bahn, B.Y., Harichandran, R.S., Flexural behaviour of reinforced concrete beams strengthened with CFRP sheets and epoxy mortar (2008) J. Comp. Construc., 12 (4), pp. 387-395; Bencardino, F., Spadea, G., Swamy, R.N., The problem of shear in RC beams strengthened with CFRP laminates (2007) Construc. Build. Mater., 21, pp. 1997-2006; El-Mihilmy, M.T., Tedesco, J.W., Prediction of anchorage failure for reinforced concrete beams strengthened with fiber-reinforced polymer plates (2001) ACI Struct. J., 98 (3), pp. 301-314; Jumaat, M.Z., Alam, M.A., Behaviour of U and L shaped end anchored steel plate strengthened reinforced concrete beams (2008) Eur. J. Sci. Res., 22 (2), pp. 184-196; Jumaat, M.Z., Alam, M.A., Effects of intermediate anchors on end anchored carbon fibre reinforced polymer laminate flexurally strengthened reinforced concrete beams (2009) J. Appl. Sci., 9 (1), pp. 142-148; Jumaat, M.Z., Alam, M.A., Experimental and numerical analysis of end anchored steel plate and CFRP laminate flexurally strengthened R. C. beams (2010) Int. J. Phys. Sci., 5 (2), pp. 132-144; Kim, Y.J., Wight, R.G., Green, M.F., Flexural strengthening of RC beams with prestressed CFRP sheets: Using non-metallic anchor systems (2008) J. Comp. Construc., 12 (1), pp. 44-52; Malek, A.M., Saadatmanesh, H., Ultimate Shear Capacity of Reinforced Concrete Beams Strengthened with Web-Bonded Fiber Reinforced Plastic Plates (1998) ACI Struct. J., 95 (4), pp. 391-399; Grace, N.F., Strengthening of Negative Moment Region of Reinforced Concrete Beams Using Carbon Fiber-Reinforced Polymer Strips (2001) ACI Struct. J., 98 (3), pp. 347-358; Smith, S.T., Teng, J.G., Interfacial stresses in plated beams (2001) Eng. Struct., 23, pp. 857-871; Swamy, R.N., Mukhopadhaya, P., Debonding of carbon-fibrereinforced polymer plate from concrete beams (1999) Proc. Instn Civ. Engrs. Structs. Bldgs, 134, pp. 301-317; Teng, J., Cheng, J., Smith, S., Lam, L., (2002) FRP-Strengthened RC Structures, , John Wiley and sons, UK, First Edition; Tounsi, A., Daouadji, T.H., Benyoucef, S., Bedia, E.A.A., Interfacial stresses in FRP-plated RC beams: Effect of adherent shear deformation (2009) Int. J. Adhesion Adhes., 29 (4), pp. 343-351

Notes: Cited By (since 1996): 6 Export Date: 6 January 2013 Source: Scopus CODEN: CBUME Language of Original Document: English Correspondence Address: Johnson Alengaram, U.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: ujohnrose@yahoo.com References: (1983) FIP Manual of Lightweight Aggregate Concrete, , 2nd ed. London: Surrey University Press; Abdullah, A.A., Palm oil shell aggregate for lightweight concrete. Waste materials used in concrete manufacturing (2003) Lightweight Aggregate Concrete, Science, Technology, and Applications, pp. 5-19; Okafor, F.O., Palm kernel shell as aggregate for concrete (1988) Cem Concr Res, 18, pp. 901-910; Okpala, D.C., Palm kernel shell as a lightweight aggregate in concrete (1990) Build Environ, 25, pp. 291-296; Basri, H.B., Mannan, M.A., Zain, M.F.M., Concrete using waste oil palm shells as aggregate (1999) Cem Concr Res, 29, pp. 619-622; Mannan, M.A., Ganapathy, C., Engineering properties of concrete with oil palm shell as coarse aggregate (2002) Construction and Building Materials, 16 (1), pp. 29-34. , DOI 10.1016/S0950-0618(01)00030-7, PII S0950061801000307; Teo, D.C.L., Mannan, M.A., Kurian, J.V., Flexural behaviour of reinforced lightweight concrete beams made with oil palm shell (OPS) (2006) J Adv Concr Technol, 4, pp. 1-10; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Ductility behaviour of reinforced palm kernel shell concrete beams (2008) Eur J Sci Res, 23, pp. 406-420; Jumaat, M.Z., Alengaram, U.J., Mahmud, H., Shear strength of oil palm shell foamed concrete beams (2009) Mater des, 30, pp. 2227-2236; Kong, F.K., Evans, R.H., (1995) Reinforced and Prestressed Concrete, , 3rd ed. Chapman & Hall London; Short, A., Kinniburgh, W., (1978) Lightweight Concrete, , 3rd ed. Applied Science Publication London; Waner, R.F., Rangan, B.V., Hall, A.S., Faulkes, K.A., (1999) Concrete Structures, , 1st ed. Addison Wesley Longman Australia Pty Ltd. South Melbourne; (2002) ACI Manual of Concrete Practice Part 3, , Farmington Hills: American Concrete Institute; (1997) Structural Use of Concrete. Part 1. Code of Practice for Design and Construction, , BS 8110: Part 1:1997 London: British Standards Institution; (1985) Part 2:1985. Structural Use of Concrete. Part 2. Code of Practice for Special Circumstances, , BS 8110 London: British Standards Institution; (2004) Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings. BS en 1992-1-1:2004, , London: British Standards Institution; Alengaram, U.J., Jumaat, M.Z., Mahmud, H., Influence of cementitious materials and aggregate content on compressive strength of palm kernel shell concrete (2008) J Appl Sci, 8, pp. 3207-3213; Mahmud, H., Jumaat, M.Z., Alengaram, U.J., Influence of sand/cement ratio on mechanical properties of palm kernel shell concrete (2009) J Appl Sci, 9, pp. 1764-1769; Teychenne, D.C., Franklin, J.C., Erntroy, H.C., (1992) Design of Normal Concrete Mixes, , Watford: Department of the Environment, British Research Establishment (BRE); Swamy, R.N., Adepegba, D., Shear resistance of reinforced beams without web steel (1969) Build Sci, 3, pp. 207-220; Mosley, W.H., Bungey, J.H., Hulse, R., (2007) Reinforced Concrete Design to Eurocode 2, , 6th ed. Palgrave Macmillan New York; Clarke, J.L., SHEAR STRENGTH OF LIGHTWEIGHT AGGREGATE CONCRETE BEAMS: DESIGN TO BS 8110 (1987) Magazine of Concrete Research, 39 (141), pp. 205-213; Taylor, H.P.J., The fundamental behaviour of reinforced concrete beams in bending and shear (1974) ACI Special Publ, 423, pp. 43-77

Notes: Cited By (since 1996): 3 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Rahman, M. A.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: muhammadashiqur@yahoo.com References: (2002) Guide for the design of construction of externally bonded FRP systems for strengthening concrete Structures, p. 440. , ACI 440.2R-02, ACI Committee; State-of-the-Art Report on Ferro-cement (1988) Am. Concrete Inst., p. 24. , ACI Committee 549 (ACI549-88R), Detroit; Guide for the design, Construction and Repair of Ferro-cement (1988) Am. Concrete Inst., p. 27. , ACI Committee 549 (ACI549.1-88R), Detroit; Adhikary, B.B., Mutsuyoshi, H., Sano, M., Shear strengthening of reinforced concrete beams using steel plates bonded on beam web: Experiments and analysis (2000) Constr. Build. Mater., 14 (5), pp. 237-244; Adhikary, B.B., Mutsuyoshi, H., Shear Strengthening of RC Beams with web-Bonded Continuous steel plates (2006) Constr. Build. Mater., 20, pp. 296-307; Adhikary, B.B., Mutsuyoshi, H., Shear Strengthening of reinforced concrete beams using various techniques (2006) Constr. Build. Mater., 20, pp. 366-373; Aiello, M.A., Ombres, L., Cracking and Deformability Analysis of Reinforced Concrete Beams Strengthened with Externally Bonded Carbon Fiber Reinforced Polymer Sheets (2004) J. Mater. Civ. Eng., 16 (5), pp. 392-399; Al-Mahmoud, F., Castel, A., Fran�§ois, R., Tourneur, C., (2007) Strengthening of members with near-surface mounted CFRP composites, , Paper presented at CONSEC�07, Tour., France 3-5 June; Almusallam, T.H., Al-Salloum, Y.A., Ultimate strength prediction for RC beams externally strengthened by composite materials (2001) Compos. Part B-Eng., 32 (7), pp. 609-619; Andrews, G., Sharma, A.K., Repaired reinforced concrete beams (1988) Concr. Int., 10 (4), pp. 47-51; Anania, L., Badal� , A., Failla, G., Increasing the flexural performance of RC beams strengthened with CFRP materials (2005) Constr. Build. Mater., 19 (1), pp. 55-61; Aprile, A., Benedetti, A., Coupled flexural-shear design of R/C beams strengthened with FRP (2004) Compos. Part B-Eng., 35 (1), pp. 1-25; Arya, C., Clarke, J.L., Kay, E.A., O�Regan, P.D., TR 55: Design guidance for stengthening concrete structures using fibre composite materials: A review (2002) Eng. Struct., 24 (7), pp. 889-900; Arslan, G., Sevuk, F., Ekiz, I., Steel plate contribution to loadcarrying capacity of retrofitted RC beams (2008) Constr. Build. Mater., 22 (3), pp. 143-153; Ashour, A.F., El-Refaie, S.A., Garrity, S.W., Flexural strengthening of RC continuous beams using CFRP laminates (2004) Cement. Concr. Compos., 26 (7), pp. 765-775; Barnes, R.A., Baglin, P.S., Mays, G.C., Subedi, N.K., External steel plates systems for the shear strengthening of reinforced concrete beams (2001) Eng. Struct., 23, pp. 1162-1176; Barros, J.A.O., Dias, S.J.E., Lima, J.L.T., Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams (2007) Cement. Concr. Compos., 29, pp. 203-217; Bonacci, J.F., Maalej, M., Externally bonded fiber-reinforced polymer for rehabilitation of corrosion damage concrete beams (2001) ACI Struct. J., 97 (5), pp. 703-711; Bonacci, J.F., Maalej, M., Behaviour trends of RC beams strengthened with externally bonded FRP (2000) J. Compos. Constr., 5 (2), pp. 102-113; Bogas, J.A., Gomes, A., Analysis of the CFRP flexural strengthening reinforcement approaches proposed in Fib bulletin 14 (2008) Constr. Build. Mater., 22 (10), pp. 2130-2140; Brena, S.F., Macri, B.M., Effect of carbon-fiber reinforced polymer laminate on the behavior of strengthened reinforced concrete beams (2004) J. Compos. Constr., 8 (3), pp. 229-240; (1997) Structural use of concrete, , BS8110-Part 1; Buyukozturk, O., Gunes, O., Karaca, E., Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites (2004) Constr. Build. Mater., 18 (1), pp. 9-19; Challal, O., Nollet, M.J., Perraton, D., Strengthening of reinforced concrete beams with externally bonded fiber-reinforced-plastic plats: Design guidelines for shear and flexure (1998) Can. J. Civ. Eng., 25 (4), pp. 692-704; Chajes, M.J., Thomson Jr., T.A., Januszka, T.F., Finch Jr., W.W., Flexural strengthening of concrete beams using externally bonded composite materials (1994) Constr. Build. Mater., 8 (3), pp. 191-201; Costa, I.G., Barros, J.A.O., Flexural and shear strengthening of RC beams with composite materials-The influence of cutting steel stirrups to install CFRP strips (2010) Cement. Concr. Compos., 32 (7), pp. 544-553; Colotti, V., Spadea, G., Swamy, R.N., Structural Model to Predict the Failure Behavior of Plated Reinforced Concrete Beams (2004) J. Compos. Constr., 8 (2), pp. 104-122; Diab, Y.G., Strengthening of RC beams using sprayed concrete: Experimental approach (1998) Eng. Struct., 20 (7), pp. 631-643; Dias, S.J.E., Barros, J.A.O., Performance of reinforced concrete T beams strengthened in shear with NSM CFRP laminates (2010) Eng. Struct., 32, pp. 373-384; El-Hacha, R., Rizkalla, S., Near-surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete (2004) ACI Struct J., 101 (5), pp. 717-726; Esfahani, M.R., Kianoush, M.R., Tajari, A.R., Flexural behaviour of reinforced concrete beams strengthened by CFRP sheets (2007) Eng. Struct., 29 (10), pp. 2428-2444; Externally bonded FRP reinforcement for Structures (2001) Bulletin, 14, pp. 51-58. , Fib; Gao, B., Leung, C.K.Y., Kim, J.K., Prediction of concrete cover separation failure for RC beams strengthened with CFRP strips (2005) Eng. Struct., 27 (2), pp. 177-189; Gangarao, H.V.S., Vijay, P.V., Bending behavior of concrete beams wrapped with carbon fabric (1998) J. Struct. Eng-ASCE., 124 (1), pp. 03-10; Garden, H.N., Quantrill, R.J., Hollaway, L.C., Thorne, A.M., Parke, G.A.R., An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams (1998) Constr. Build. Mater., 12 (4), pp. 203-219; Hamoush, S.H., Ahmad, S.H., Debonding of steel-platestrengthened concrete beams (1990) J. Struct. Eng-ASCE, 116 (2), pp. 356-371; Heffernan, P.J., Erki, M.A., Equivalent capacity and efficiency of reinforced concrete beams strengthened with carbon fiber reinforced plastic sheets (1996) Can. J. Civ. Eng., 23, pp. 21-29; Hussain, M., Sharif, A., Basunbul, I.A., Baluch, M.H., Al-Sulaimani, G.J., Flexural behavior of precracked reinforced concrete beams strengthened externally by steel plates (1995) ACI Struct J., 92 (1), pp. 14-22; Iorns, M.E., Laminated ferro-cement for better Repairs (1987) Concr. Int., 9 (9), pp. 34-38; (2004) An introduction to FRP strengthening of Concrete Structures, , ISIS Educational Model 4, A Canadian Network of Centers of Excellence; Jones, R., Swamy, R.N., Ang, T.H., Under-and over-reinforced concrete beams with glued steel plates (1982) Int. J. Cem. Compos. Lightweight Concrete, 4 (1), pp. 19-32; Jones, R., Swamy, R.N., Charif, A., Plate separation and anchorage of reinforced concrete beams strengthened by epoxy bonded steel plates (1988) Struct. Eng., 66 (5), pp. 85-94; Recommendations for upgrading of concrete Structures with use of continuous fiber sheets. Concrete Engineering series 41 (2001) Jpn. Soc. Civ. Eng., pp. 31-34. , JSCE; Kreit, A., Al-Mahmoud, F., Castel, A., Fran�§ois, R., Corroded RC beam repaired with near-surface mounted CFRP rods accepted at ICCRRR 2008 (2008) International Conference on Concrete Repair, Rehabilitation and Retrofitting, , Cape Town, South Africa; Lorenzis, D.L., Teng, J.G., Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures (2007) Compos. Part B-Eng., 38 (2), pp. 119-143; Lorenzis, D.L., Rizzo, A., Tegola, L.A.A., A modified pull-out test for bond of near-surface mounted FRP rods in concrete (2002) Compos. Part B-Eng., 33 (8), pp. 589-603; Lorenzis, D.L., Nanni, A., Shear strengthening of reinforced concrete beams with near-surface mounted fiber-reinforced polymer rods (2001) ACI Struct. J., 98 (1), pp. 60-68; Lorenzis, D.L., Nanni, A., Bond between near-surface mounted fiber reinforced polymer rods and concrete in structural strengthening (2002) ACI Struct. J., 99 (2), pp. 123-133; Lorenzis, D.L., Anchorage length of near-surface mounted fiber reinforced polymer bars for concrete strengthening-Analytical modelling (2004) ACI Struct. J., 101 (3), pp. 375-386; Lorenzis, D.L., Nanni, A., Tegola, L.A.A., Flexural and shear strengthening of reinforced concrete structures with near surface mounted FRP rods (2000) Proceedings ACMBS III, pp. 521-528. , In:, Ottawa (Canada); Lorenzis, D.L., Lundgren, K., Rizzo, A., Anchorage length of near surface mounted fibre reinforced polymer bars for concrete strengthening experimental investigation and numerical modeling (2004) ACI Struct. J., 101 (2), pp. 269-277; Lorenzis, D.L., (2000) Strengthening of RC structures with near surface mounted FRP rods, 3. , PhD thesis, Department of Innovation Engineering, University of Lecce, Italy; L�Hermite, R., Bresson, J., Concrete reinforced with glued plates (1967) RILEM international symposium, pp. 175-203. , In:, Synthetic resins in building construction, Paris; Liu, I.S.T., Oehlers, D.J., Seracino, R., Study of Intermediate Crack Debonding in Adhesively Plated Beams (2007) J. Compos. Constr., 11 (2), pp. 175-183; Lu, X.Z., Teng, J.G., Ye, L.P., Jiang, J.J., Intermediate Crack Debonding in FRP-Strengthened RC Beams: FE Analysis and Strength Model (2007) J. Compos. Constr., 11 (2), pp. 161-174; Alam, M.A., (2010) Enhancing the performance of flexurally strengthened RC beams, , Phd thesis. Faculty of Engineering, University of Malaya; Macdonald, M.D., Calder, A.J.J., Bonded steel plating for strengthening concrete structures (1982) Int. J. Adhes. Adhes., 2 (2), pp. 119-127; Mander, J.B., Priestley, M.J.N., Park, R., Theoretical Stress-Strain Model for Confined Concrete (1988) J. Struct. Eng-ASCE., 114 (8), pp. 1804-1826; Malek, A.M., Saadatmanesh, H., Ehsani, M.R., Prediction of failure loadof R/C beams strengthened with FRP plate due to stress concentration at the plate end (1998) ACI Struct. J., 95 (1), pp. 142-152; Meier, U., Strengthening of structures using carbon fibre/epoxy composites (1995) Constr. Build. Mater., 9 (6), pp. 341-351; Nassif, H.H., Chirravuri, G., Sanders, M., Flexural behavior of Ferrocement/ concrete composite beams (1998) Ferrocement 6: Lambot Symposium, Proceedings of Sixth International Symposium on Ferrocement, pp. 251-258. , In: Naaman AE, editor, University of Michigan, Ann Arbor; Nassif, H.H., Najim, H., Experimental and analytical investigation of ferrocement-concrete composite beams (2004) Cem. Concr. Compos., 26, pp. 787-796; Novidis, D., Pantazopoulou, S.J., Tentolouris, E., Experimental study of bond of NSM-FRP reinforcement (2007) Constr. Build. Mater., 21 (8), pp. 1760-1770; Oehlers, D.J., Seracino, R., (2004) Design of FRP and steel plated RC structures, , Elsevier; Oehlers, D.J., Reinforced concrete beams with plates glued to their soffits (1992) J. Struct. Eng-ASCE, 118 (8), pp. 2023-2038; Oehlers, D.J., Liu, I.S.T., Sercanio, R., Shear deformation debonding of adhesively bonded plates (2005) Proceedings of the Institution of Civil Engineers. Struct. Build., 158 (1), pp. 77-84; Oehlers, D.J., Liu, I.S.T., Sercanio, R., Ali, M.S.M., Prestress model for shear deformation debonding of FRP and steel-plated RC beams (2004) Mag. Concr. Res., 56 (8), pp. 475-486; Ombres, L., Prediction of intermediate crack debonding failure in FRP-strengthened reinforced concrete beams (2010) Compos. Struct., 92 (2), pp. 322-329; Omar, A., Gemert, D.V., Vandewalle, L., Improved model for plateend shear of CFRP strengthened RC beams (2001) Cem. Concr. Compos., 23, pp. 3-19; Ong, K.C.G., Paramasivam, P., Lim, C.T.E., Flexural strengthening of reinforced concrete beams using Ferro-cement laminate (1992) J. Ferrocement, 22 (4), pp. 331-342; Ozgur, A., Strengthening of RC T-section beams with low strength concrete using CFRP composites subjected to cyclic load (2008) Constr. Build. Mater., 22, pp. 2355-2368; Ozgur, A., Improving shear capacity of RC T-beams using CFRP composites subjected to cyclic load (2006) Cem. Concr. Compos., 28, pp. 638-649; Paramasivam, P., Ong, K.C.G., Lim, C.T.E., Ferrocement laminates for strengthening RC T-beams (1994) Cement. Concr. Compos., 16 (2), pp. 143-152; Paramasivam, L.C.T.E., Ong, K.C.G., Strengthening of RC beams with Ferrocement Laminates (1997) Cement. Concr. Compos., 20, pp. 53-65; Paramasivam, P., Lim, C.T.E., Ong, K.C.G., Strengthening of RC beams with ferrocement laminates (1998) Cem. Concr. Compos., 20 (1), pp. 53-65; Pendhari, S.S., Kant, T., Desai, Y.M., Application of polymer composites in civil construction: A general review (2008) Compos. Struct., 84 (2), pp. 114-124; Pham, H., Al-Mahaidi, R., Experimental investigation into flexural retrofitting of reinforced concrete bridge beams using FRP composites (2004) Compos. Struct., 66 (1-4), pp. 617-625; Piotr, R., Bj�¶rn, T., Intermediate Crack Induced Debonding in Concrete Beams Strengthened with CFRP Plates-An Experimental Study (2009) Adv. Struct. Eng., 12 (6), pp. 793-806; Rasheed, H.A., Pervaiz, S., Closed form equations for FRP flexural strengthening design of RC beams (2003) Compos. Part B-Eng., 34, pp. 539-550; Ramana, V.P.V., Kant, T., Morton, S.E., Dutta, P.K., Mukherjee, A., Desai, Y.M., Behavior of CFRP strengthened reinforced concrete beams with varying degrees of strengthening (2000) Compos. Part B-Eng., 31, pp. 461-470; Raoof, M., El-Rimawi, J.A., Hassanen, M.A.H., Theoretical and experimental study on externally plated R. C. beams (2000) Eng. Struct., 22 (1), pp. 85-101; Roberts, T.M., Haji-Kazemi, H., Strengthening of under-reinforced concrete beams with mechanically attached steel plates (1989) Int. J. Cem. Compos. Lightweight Concrete, 11 (1), p. 21; Roumaldi, J.P., Ferro-cement for infrastructure rehabilitation (1987) Concr. Int., 9 (9), pp. 24-28; Roberts, T.M., Approximate analysis of shear and normal stress concentration in the adhesive layer of plated RC beams (1989) Struct. Eng., 67 (12), pp. 229-233; Rosenboom, O., Rizkalla, S., Analytical modelling of flexural debonding in CFRP strengthened reinforced or prestressed concrete beams (2007) Proceedings of the 8th International Symposium on Fiberreinforced Polymer Reinforcement for Concrete Structures (FRPRCS-8), , In:, Patras, Greece; Saadatmanesh, H., Malek, A.M., Design guidelines for flexural strengthening of RC beams with FRP plates (1998) J. Compos. Constr., 2 (4), pp. 158-164; Saadatmanesh, H., Ehsani, M.R., RC beams strengthened with GFRP plates (1991) I: Experimental study. J. Struct. Eng-ASCE, 117 (11), pp. 3417-3433; Said, H., Wu, Z., Prediction fo load carrying capacity due to intermediate crack induced debonding in FRP strengthened flexural members (2007) Proceedings of the first Asia pacific conference on FRP in structures, , APFIS; Said, H., Wu, Z., Evaluating and Proposing Models of Predicting IC Debonding Failure (2008) J. Compos. Constr., 12 (3), pp. 284-299; Sevuk, F., Arslan, G., Retrofit of damaged reinforced concrete beams by using steel plate (2005) Structures congress, , In:, ASCE, New York, USA, 2005, April 21-23; Sebastian, W.M., Significance of Midspan Debonding Failure in FRP-Plated Concrete Beams (2001) J. Struct. Eng-ASCE, 127 (7), pp. 792-798; Shin, Y.S., Lee, C., Flexural behavior of reinforced concrete beams strengthened with carbon fiber-reinforced polymer laminates at different levels of sustaining load (2003) ACI Struct. J., 100 (2), pp. 231-239; Shahawy, M., Challal, O., Beitelman, T.E., El-Saad, A., Flexural strengthening with carbon fiber-reinforced polymer composites of preloaded full-scale girders (2001) ACI Struct. J., 98 (5), pp. 735-742; Sharif, A., Al-Sulaimani, G.J., Basunbul, I.A., Baluch, M.H., Ghaleb, B.N., Strengthening of Initially Loaded Reinforced Concrete Beams Using FRP plates (1994) ACI Struct. J., 91 (2), pp. 160-168; Sinan, A., Ozgur, A., Kara, M.E., Improving shear capacity of existing RC beams using external bonding of steel plates (2005) Eng. Struct., 27, pp. 781-791; Smith, S.T., Teng, J.G., Interfacial stresses in plated beams (2001) Eng. Struct., 23 (7), pp. 857-871; Smith, S.T., Teng, J.G., Shear-Bending Interaction in Debonding Failures of FRP-Plated RC Beams (2003) Adv. Struct. Eng., 6 (3), pp. 183-199; Smith, S.T., Teng, J.G., FRP-strengthened RC beams. II: Assessment of debonding strength models (2002) Eng. Struct., 24 (4), pp. 397-417; Smith, S.T., Teng, J.G., FRP-strengthened RC beams (2002) I: Review of debonding strength models. Eng. Struct., 24 (4), pp. 385-395; Smith, S.T., Gravina, R.J., Modeling Debonding Failure in FRP Flexurally Strengthened RC Members Using a Local Deformation Model (2007) J. Compos. Constr., 11 (2), pp. 184-191; Sundarraja, M.C., Rajamohan, S., Strengthening of RC beams in shear using GFRP inclined strips-an experimental study (2009) Constr. Build. Mater., 23, pp. 856-864; Sundarraja, M.C., Rajamohan, S., Bhaskar, D., Shear strengthening of RC beams using GFRP vertical strips-An Experimental study (2008) J. Reinforc. Plast. Compos., 27 (14), pp. 1477-1495; Swamy, R.N., Jones, R., Charif, A., The effect of external plate reinforcement on the strengthening of structurally damaged RC beams (1989) Struct. Eng., 67 (3), pp. 45-56; Swamy, R.N., Jones, R., Bloxham, J.W., Structural behavior of reinforced concrete beams strengthened by epoxy-bonded steel plates (1987) Struct. Eng., 65 (2), pp. 59-68; Taljsten, B., Strengthening concrete beams for shear with CFRP sheets (2003) Constr. Build. Mater., 17, pp. 15-27; Taljsten, B., Elfgren, L., Strengthening concrete beams for shear using CFRP materials (2000) Evaluation of different application methods. Compos. Part B-Eng., 33, pp. 87-96; Taljsten, B., Carolin, A., Nordin, H., Concrete structures strengthened with near surface mounted reinforcement of CFRP (2003) Adv. Struct. Eng., 6 (3), pp. 201-213; T��ljsten, B., Carolin, A., Concrete Beams Strengthened with Near Surface Mounted CFRP Laminates (2001) Proceedings of the 5th International Conference on Fiber Reinforced Plastics for Reinforced Concrete Structures (FRPRCS-5), 1, pp. 107-116. , Cambridge, UK, July 16-18; Teng, J.G., Zhang, J.W., Smith, S.T., Interfacial stresses in reinforced concrete beams bonded with a soffit plate: A finite element study (2002) Constr. Build. Mater., 16 (1), pp. 01-14; Teng, J.G., Smith, S.T., Yao, J., Chen, J.F., Intermediate crack-induced debonding in RC beams and slabs (2003) Constr. Build. Mater., 17 (6-7), pp. 447-462; Teng, J.G., Yao, J., Plate end debonding in FRP-plated RC beams�II: Strength model (2007) Eng. Struct., 29 (10), pp. 2472-2486; Teng, J.G., Yuan, H., Chen, J.F., FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure (2006) Int. J. Solid Struct., 43 (18-19), pp. 5750-5778; Toutanji, H., Zhao, L., Zhang, Y., Flexural behaviour of reinforced concrete beams externally strengthened with CFRP sheets bonded with an inorganic matrix (2006) Eng. Struct., 28, pp. 557-566; Toutanji, H., Zhao, L., Zhang, Y., Flexural behavior of reinforced concrete beams externally strengthened with CFRP sheets bonded with an inorganic matrix (2006) Eng. Struct., 28 (4), pp. 557-566; Triantafillou, T., Plevris, N., Strengthening of RC beams with epoxy-bonded fibre-composite materials (1992) Mater. Struct., 25 (4), pp. 201-211; Wu, Z., Niu, H., Study on debonding failure load of RC beams strengthened with FRP sheets (2000) J. Struct. Eng-ASCE, 46 A, pp. 1431-1441; Wu, Z., Niu, H., Prediction of crack-induced debonding failure in R/C structures flexurally strengthened with externally bonded FRP composites (2007) Doboku Gakkai Ronbunshuu E., 63 (4), pp. 620-639; Wu, Z.S., Yoshizawa, H., Analytical/experimental study on composite behavior in strengthening structures with bonded carbon fiber sheets (1999) J. Reinforc. Plast. Compos., 18 (12), pp. 1131-1155; Yao, J., Teng, J.G., Plate end debonding in FRP-plated RC beams�I: Experiments (2007) Eng. Struct., 29 (10), pp. 2457-2471; Yang, J., Teng, J.G., Chen, J.F., Interfacial stresses in soffit-plated reinforced concrete beams (2004) Proceedings of the Institution of Civil Engineers. Struct. Build., 157, pp. 77-89; Yang, J., Ye, J., Niu, Z., Interfacial shear stress in FRP-plated RC beams under symmetric loads (2007) Cem. Concr. Compos., 29 (5), pp. 421-432; Yao, J., Teng, J.G., Lam, L., Experimental Study on Intermediate Crack Debonding in FRP-Strengthened RC Flexural Members (2005) Adv. Struct. Eng., 8 (4), pp. 365-396; Yang, D.S., Park, S.K., Neale, K.W., Flexural behaviour of reinforced concrete beams strengthened with prestressed carbon composites (2009) Compos. Struct., 88 (4), pp. 497-508; Ye, J.Q., Interfacial shear transfer of RC beams strengthened by bonded composite plates (2001) Cem. Concr. Compos., 23 (4-5), pp. 411-417

Notes: Sp. Iss. SI 788AW Times Cited:4 Cited References Count:26

Notes: 813NF Times Cited:2 Cited References Count:39

Notes: Cited By (since 1996): 4 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Saiful Islam, A. B. M.; Department of Civil Engineering, University of Malaya, 50603, Kuala Lumpur, Malaysia; email: abm.saiful@gmail.com References: Al-hussaini, T.M., Ansary, M.A., Choudhury, J.R., Seismic instrumentation system for jamuna bridge (2004) 13th world conference on earthquake engineering Vancouver, , b.c., Canada August, 1-6, 2004, paper no, 2984; Ali, M.H., Choudhury, J.R., Tectonics and earthquake occurrence in bangladesh (1992) 36th annual convention of the institute of engineers, 1, pp. 4-8. , paper presented at, Bangladesh, Dhaka; Ali, M.H., Choudhury, J.R., Seismic zoning of bangladesh (1994) International seminar on recent developments in earthquake disaster mitigation organized by institution of engineers bangladesh in association with world seismic safety initiative, 6 (12). , paper presented at the, Bangladesh, Dhaka; Ansary, M.A., Recent Earthquake Related Activities in Bangladesh (2005) Seminar on Tsunami and Seismic Risk Action for Bangladesh, , Paper presented at, Dhaka, April, 21, 2005; Ansary, M.A., (2009) Personal communication.; Ansary, M.A., Al-hussaini, T.M., Sharfuddin, M., Choudhury, J.R., Report on moheskhali earthquake of July 22, 1999 (1999) Earthquake eng. Series, , Res. Report No. BUET/CE/EQE-99-01, Depart. Civ. Eng. BUET, Aug., 1999; Ansary, M.A., Al-Hussaini, T.M., Sharfuddin, M., Choudhury, J.R., 1999 Moheskhali Earthquake: A Damage Study (2001) J. Asiatic Soc. Bangladesh Sci., 27 (2), pp. 139-149; (1992) 36th annual convention of the institute of engineers, , Bangladesh. paper presented at, Bangladesh, Dhaka, January, 4-8; (1993) Bangladesh National Building Code, 1993, , BNBC., Housing and Building Res, Inst. (HBRI) and Bangladesh Standard Testing Inst.(BSTI), Bangladesh; (1997) NEHRP Guidelines for the Seismic Rehabilitation of Buildings, , FEMA 273; Hussain, R.R., Islam, A.B.M.S., Ahmad, S.I., (2010) Base Isolators as Earthquake Protection Devices in Buildings, p. 140. , VDM Publishing House Ltd, Benoit Novel, Simultaneously published in USA and U. K; Islam, A.B.M.S., Ahmad, S.I., Isolation System Design for Buildings in Dhaka: Its Feasibility and Economic Implication (2010) Proc. Conf. Eng. Res. Innovation Edu., 11-13, pp. 99-104. , Bangladesh, Sylhet; Islam, A.B.M.S., Ahmad, S.I., Al-Hussaini, T.M., Effect of Base Isolation on Buildings in Dhaka (2010) Proc. of the 3rd Int. Earthquake Symposium, 5-6, pp. 465-472. , Bangladesh, Dhaka, March; Islam, A.B.M.S., Ahmad, S.I., Jameel, M., Jumaat, M.Z., Seismic Base Isolation for Buildings in Regions of Low to Moderate Seismicity: A Practical Altern (2010) Design. Practice Periodical on Struct. Design and Const., , ASCE. [DOI: 10.1061/(ASCE)SC.1943-5576.0000093]; Islam, A.B.M.S., Ahmad, S.I., Jameel, M., Jumaat, M.Z., Study on corollary of seismic base isolation system on buildings with soft story (2011) Int. J. Phys. Sci., 6 (11), pp. 2654-2661; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Seismic isolation in buildings to be a practical reality: Behaviour of structure and installation technique (2011) J. Eng. Techn. Res., 3 (4), pp. 99-117; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Study on optimal isolation system and dynamic structural responses in multi-story buildings (2011) Int. J. Phys. Sci., 6 (9), pp. 2219-2228; (2009) Natore Strong Motion, 6 (1). , Jamuna Bridge Seismic Instrumentation Project; Khan, A.A., (2004) Earthquake Hazard: Dhaka City Perspective, , Published in inventory topics �Earthquake in Bangladesh�, The daily Star 06th July, Bangladesh; Khan, A.A., Hossain, M.S., Recurrence of 1885 Bengal earthquake and hazard vulnerability status of Dhaka Metropolitan City, Bangladesh (2005) Orien. geograp., 49 (2), pp. 205-216; Naeim, F., Paz, M., Seismic Response and Design Spectra (1994) Int. Hand book of earthquake Engineering; (1997) Earthquake regulations for seismic isolated structures, , Uniform Building Code, UBC., Whitter (CA, USA)

Notes: 721TU Times Cited:4 Cited References Count:32

Notes: 813NF Times Cited:2 Cited References Count:39

Notes: Cited By (since 1996): 1 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Razavi, S. V.; Civil Engineering Department, University MalaysiaMalaysia; email: Vahidrazavy@yahoo.com References: Abedi, J., Mollahi, A., An Investigation in Mechanical Property of Lightweight Concrete with Rice Stalk (2005) 2nd International Conferences on Concrete & Development, p. 112. , Tehran. Iran; Ahmet, O., Murat, P., Erdog, O., Erdog, K., Naci, ��., Asghar, M.B., Predicting the compressive strength and slump of high strength concrete using neural network (2006) Constr. Building Mater, 9, pp. 769-775; Aydin, A.C., Karako�§, M.B., D��zg��n, O.A., Bayraktutan, M.S., Effect of low quality aggregates on the mechanical properties of lightweight concrete (2010) Scientific Research and Essays, 5, pp. 1133-1140; Ayman, A.S., A neural network model for predicting maximum shear capacity of concrete beams without transverse reinforcement (2005) Canadian J. Civil Eng., 32, pp. 44-57; (1996) Eurocode 6 - Design of Masonry Structures, , BRITISH STANDARDS INSTITUTION. BS EN; Carpenter, W.C., Barthelemy, J.F., Common Misconceptions about Neural Networks as Approximators (1994) ASCE J. Comput. Civil Eng., 8, pp. 345-358; Carpenter, W., Hoffman, M., Training backprop neural networks (1995) JAI Expert, pp. 30-33; Dias, W.P.S., Pooliyadda, S.P., Neural networks for predicting properties of concretes with admixtures (2001) Constr Build Mater, 15, pp. 371-379; Famili, H., (1997) A Project About Lightweight Concrete, , University of Elmo-sanat publishers. Iran. Tehran; Gadea, J., Rodr�­guez, A., Campos, P.L., Garabito, J., Calder�³n, V., Lightweight mortar made with recycled polyurethane foam (2010) Cement and Concrete Composites, 32, pp. 672-677; Guang, N.H., Zong, W.J., Prediction of compressive strength of concrete by neural networks (2000) Cem Concr Res, 30, pp. 1245-1250; Haykin, S., (1999) Neural Networks: A Comprehensive Foundation, , Prentice Hall Inc. Englewood Cliffs.N.J; Hornik, K., Maxwell, S., White, H., Universal Approximation of an Unknown Mapping and its Derivative using Multilayer Feedforward Networks (1990) Neural Networks, 3, pp. 551-560; Ilker, B.T., Mustafa, S., Prediction of properties of waste AAC aggregate concrete using artificial neural network (2007) Computational Materials Sci, 41 (1), pp. 117-125. , Eski��ehir Osmangazi University. Department of Civil Engineering. Turkey; Joachim, S., Influence of water-cement ratio and cement content on the properties of polymer-modified mortars (1999) Cement Concr. Res., 29, pp. 909-915; Kasperkiewics, J., Racz, J., Dubrawski, A., HPC strength prediction using ANN (1995) ASCE J. Comput. Civil Eng., 9, pp. 279-284; Lai, S., Sera, M., Concrete strength prediction by means of neural network (1997) Constr Build Mater, 11, pp. 93-98; Lee, S.C., Prediction of concrete strength using artificial neural Networks (2003) Eng Struct, 25, pp. 849-857; Lin, Y., Lai, C.P., Yen, T., Prediction of ultrasonic pulse velocity (UPV) in concrete (2003) ACI Materials J, 100, pp. 21-28; Lo, T.Y., Cui, H.Z., Effect of porous lightweight aggregate on strength of concrete (2004) MaterialsLetters.58, pp. 916-919; Marcos, L., Garc�­a-Ruiz, P.A., Lightweight cement mortars: Advantages and inconveniences of expanded perlite and its influence on fresh and hardened state and durability (2008) Construction and Building Materials, 22, pp. 1798-1806; Marcos, L.T., Garc�­a-Ruiz, P.A., Lightweight pozzolanic materials used in mortars: Evaluation of their influence on density (2009) Mechanical strength and water absorption. Cement and Concrete Composites., 31, pp. 114-119; Maru, S., Nagpal, A.K., Neural network for creep and shrinkage deflections in reinforced concrete frames (2004) J. Computing in Civil Engineering. ASCE, 18 (4), pp. 350-359; McCullagh, P., Nelder, J.A., (1989) Generalized Linear Models, , 2nd ed. London: Chapman & Hall; Merikallio, T., Mannonen, R., Drying of Lightweight Concrete Produced From Crushed Expended Clay Aggregates (1996) Com Concer Res, 26, pp. 1423-1433; Mukherjee, A., Deshpande, J.M., Modelling Initial Design Process using Artificial Neural Networks (1995) ASCE Computing in Civil Engineering, 7 (1), pp. 556-559; Oreta, A.W.C., Kawashima, K., Neural network modeling of confined compressive strength (2003) J. Struct Eng., 129, pp. 554-561; Oreta, A.W.C., Kawashima, K., Neural network modeling of confined compressive strength and strain of circular concrete columns (2003) ASCE J. Struct. Eng., 129 (4), pp. 554-561; Rajagopalan, P.R., Prakash, J., Naramimhan, V., Correlation between ultrasonic pulse velocity and strength of concrete (1973) Indian Concrete J, 47, pp. 416-418; Reda, M.M.T., Noureldin, A., El-Sheimy, N., Shrive, N.G., Artificial neural networks for predicting creep with an example application to structural masonry (2003) Canadian J. Civil Eng., 30, pp. 523-532; Ripley, B.D., (1996) Pattern Recognition and Neural Networks, , Cambridge University Press. New York; Sanahi, G., (1998) Application of Perlit in Construction Process, , Master Dissertation. University of Tabriz. Tabriz. Iran; Sari, D., Pasamehmetoglu, A., (2004) The Effect of Grading and Admixture on the Pumice Lightweight Aggregate Concrete, 35 (5), pp. 936-942. , 2nd Department of Civil Engineering. Atilim University. Ankara. Turkey, Cement and Concrete Res; Shideler, J., Lightweight Aggregate Concrete for Structural Use (1975) ACI J, 54, pp. 299-328; Shorabi, M., Rigi, A., Application of Lightweight Concrete Properties with Lightweight Grain of Taftan in Construction Methoh (2005) 2nd International Conferences on Concrete & Development, p. 109. , Tehran. Iran; Short, M., Kinniburgh, W., Lightweight Concrete (1978), pp. 443-455. , Applied Science Publishers LondonTopcu, I.B., Odler, I., Semi lightweight concretes produced by volcanic slags (1996) Cement and Concrete Research, pp. 15-21; Unal, O., Uygunog, T.Y.A., Investigation of properties of low strength lightweight concrete for thermal insulation (2007) Building and Environment, 42, pp. 584-590; Yeh, I.C., Modeling of strength of HPC using ANN (1998) Cem Concr Res, 28 (12), pp. 1797-1808; Yu-Ling, W., Jing-Chiang, Y., Yong-Yang, L., Shih-Yu, C., Paul, H.W., Recycling of harbor sediment as lightweight aggregate (2008) 5th International Conference on Marine Pollution and Ecotoxicology, 57, pp. 867-872. , Marine Pollution Bulletin; Wasserman, R., Bentur, A., Interfacial interactions in lightweight aggregate concretes and their influence on the concrete strength (1996) Cement and Concrete Composites, 18, pp. 67-76; Wu, X., Lim, S.Y., (1993) Prediction Maximum Scour Depth at the Spur Dikes with Adaptive Neural Networks, pp. 61-66. , Neural networks and combinatorial optimization in civil and structural engineering. Civil-Comp Press

Notes: 770YT Times Cited:1 Cited References Count:30

Notes: Cited By (since 1996): 2 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Saiful Islam, A. B. M.; Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia; email: abm.saiful@gmail.com References: Anam, I., Non-linear dynamic analysis and reliability assessment of deepwater floating structure (2000) Department of Civil engineering, , PhD thesis., Texas A & M University, USA; Anam, I., Roesset, J.M., Niedzwecki, J.M., Time domain and frequency domain analysis of Spar platforms (2003) Int. Offshore Polar Eng. Conference, pp. 240-247; Chen, X.H., Zhang, J., Coupled time-domain analysis of the response of a spar and its mooring system (1999) Int. Offshore Polar Eng. Conference, pp. 293-300; Chen, X.H., Zhang, J., Ma, W., On dynamic coupling effects between a spar and its mooring lines (2001) Ocean Eng., 28, pp. 863-887; Chernetsov, V.A., Karlinsky, S.L., Ice-Resistant Spar-Type Platform for Middle Sea Depth (2006) Proceedings of the Sixteenth International Offshore and Polar Engineering Conference, pp. 614-619; Energy Information Administration, U. S (2009) Malaysia Energy Data, Statistics and Analysis-Oil, Gas, Electricity, Coal, , http://www.eia.doe.gov/emeu/cabs/Malaysia/pdf.pdf; Energy Information Administration, U. S (2010) Malaysia Energy Data, Statistics and Analysis-Oil, Gas, Electricity, Coal, , http://www.eia.doe.gov/emeu/cabs/Malaysia/pdf.pdf; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Effect of time elapse after wave hitting on Spar platform (2011) Int. J. Phys. Sci., 6 (11), pp. 2671-2680; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Oil and gas energy potential at Malaysian sea beds and Spar platform for deep water installation (2011) International Journal of Green Energy, , In press, Corrected Proof; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Study on optimal isolation system and dynamic structural responses in multi-story buildings (2011) Int. J. Phy. Sci., 6 (9), pp. 2219-2228; Islam, A.B.M.S., Jameel, M., Ahmad, S.I., Jumaat, M.Z., Study on corollary of seismic base isolation system on buildings with soft story (2011) Int. J. Phys. Sci., , In Press; Jameel, M., (2008) Non-linear dynamic analysis and reliability assessment of deepwater floating structure, , PhD thesis. Depart. Appl. Mechanics, Indian Instit. Technol. Delhi; Jameel, M., Ahmad, S., Islam, A.B.M.S., Jumaat, M.Z., Nonlinear Analysis of Fully Coupled Integrated Spar-Mooring Line System (2011) Int. Offshore Polar Engineering Conference, pp. 198-205. , (ISOPE 2011). Maui, Hawii, 19-24 June; Jameel, M., Ahmad, S., Islam, A.B.M.S., Jumaat, M.Z., Nonlinear dynamic analysis of coupled spar platform (2011) J. Civil Eng. Manage., In Press.; Low, Y.M., Prediction of extreme responses of floating structures using a hybrid time/frequency domain coupled approach (2008) Ocean Eng., 35, pp. 1416-1428; Low, Y.M., Langley, R.S., A hybrid time/frequency domain approach for efficient coupled analysis of vessel/mooring/riser dynamics (2008) Ocean Eng., 35 (5-6), pp. 433-446; Ma, Q.W., Patel, M.H., On the Non-Linear Forces Acting on a Floating Spar Platform in Ocean Waves (2001) Appl. Ocean Res., 23, pp. 29-40; Madon, M.B.H., Basin types, tectono-stratigraphic provinces and structural styles (1999) The Petroleum Geology and Resource of Malaysia, pp. 77-111. , in K. M, Leong (ed), Petronas, Kuala Lumpur, Malaysia; Ormberg, H., Larsen, K., Coupled analysis of floater motion and mooring dynamics for a turret-moored ship (1998) Appl. Ocean Res., 20, pp. 55-67; Ran, Z., Kim, M.H., Niedzwecki, J.M., Johnson, R.P., Response of a Spar platform in Random Waves and Currents (1996) Int. J. Offshore Polar Eng., 6 (1), pp. 27-34. , (Experiment vs. Theory); Ran, Z., Kim, M.H., Nonlinear coupled responses of a tethered spar platform in waves (1997) Int. J. Offshore Polar Eng., 7 (2), pp. 111-118; Ran, Z., Kim, M.H., Zheng, W., Coupled dynamic analysis of a moored spar in random waves and currents (time-domain versus frequency-domain analysis) (1999) J. Offshore Mech. Arctic Eng., 121, pp. 194-200; Tahar, A., Kim, M.H., Coupled-dynamic analysis of floating structures with polyester mooring lines (2008) Ocean Eng., 35, pp. 1676-1685

Notes: Cited By (since 1996): 5 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Saiful Islam, A. B. M.; Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia; email: abm.saiful@gmail.com References: Ariga, T., Kanno, Y., Takewaki, I., Resonant behaviour of baseisolated high-rise buildings under long-period ground motions (2006) Struct. Des. Tall Special Build, 15, pp. 325-338; Balkaya, C., Kalkan, E., Nonlinear seismic response evaluation of tunnel form building structures (2003) Comput. Struct, 81, pp. 153-165; (1993) BNBC. Bangladesh: Housing and Building Research Institute, , Bangladesh National Building Code, Bangladesh Standard and Testing Institute; Baratta, A., Corbi, I., Optimal design of base-isolators in multistory buildings (2004) Comput. Struct, 82, pp. 2199-2209; Bhuiyan, A.R., Okui, Y., Mitamura, H., Imai, T., A rheology model of high damping rubber bearings for seismic analysis: Identification of nonlinear viscosity (2009) Int. J. Solids Struct, 46, pp. 1778-1792; Casciati, F., Hamdaoui, K., Modelling the uncertainty in the response of a base isolator (2008) Probabilistic Eng. Mech, 23, pp. 427-437; Chen, Y.Q., Constantinou, M.C., Use of Teflon sliders in a modification of the concept of soft first storey (1990) Eng. Struct, 12 (4), pp. 243-253; Chen, Y.Q., Constantinou, M.C., Use of Teflon sliders in a modification of the concept of soft first storey (1992) Constr. Build. Mater, 6, pp. 97-105; (2004) Linear and Nonlinear Static and Dynamic Analysis of Three-dimensional Structures Berkeley (CA): Computer & Structures, , CSI Computer & Structures Inc. SAP2000, Inc; Dall�asta, A., Ragni, L., Experimental tests and analytical model of high damping rubber dissipating devices (2006) Eng. Struct, 28, pp. 1874-1884; Dall�asta, A., Ragni, L., Nonlinear behavior of dynamic systems with high damping rubber devices (2008) Eng. Struct, 30, pp. 3610-3618; Deb, S., Seismic base isolation-an overview (2004) Curr. Sci, 87, pp. 1426-1430; di Egidio, A., Contento, A., Seismic response of a non-symmetric rigid block on a constrained oscillating base (2010) Eng. Struct, 32, pp. 3028-3039; Dicleli, M., Buddaram, S., Comprehensive evaluation of equivalent linear analysis method for seismic-isolated structures represented by sdof systems (2007) Eng. Struct, 29, pp. 1653-1663; Habibullah, A., (2005) SAP 2000, Static and Dynamic Finite Element Analysis of Structures, , Computers and Structures Inc., Berkeley, California; Hong, W., Kim, H., Performance of a multi-storey structure with a resilient-friction base isolation system (2004) Comput. Struct, 82, pp. 2271-2283; Hussain, R.R., Islam, A.B.M.S., Ahmad, S.I., (2010) Base Isolators As Earthquake Protection Devices In Buildings: VDM Publishing House Ltd, p. 140. , Benoit Novel, Simultaneously published in USA & U.K; Islam, A.B.M.S., (2009) Evaluation of Structural and Economic Implications of Incorporating Base Isolator As Earthquake Protection Device In Buildings In Dhaka [Master�s Thesis], , Dhaka, Bangladesh: Bangladesh Univ. Eng. Technol., (BUET); Islam, A.B.M.S., Ahmad, S.I., (2010) Isolation System Design For Buildings In Dhaka: Its Feasibility and Economic Implication, pp. 99-104. , Proc. Conf. Eng. Res. Innov. Educ. 11-13 January, Bangladesh, Sylhet; Islam, A.B.M.S., Ahmad, S.I., Al-Hussaini, T.M., (2010) Effect of Isolation On Buildings In Dhaka. 3rd International Earthquake Symposium, pp. 465-472. , BES. 5-6 March; Bangladesh, Dhaka; Islam, A.B.M.S., Ahmad, S.I., Jameel, M., Jumaat, M.Z., (2010) Seismic Base Isolation For Buildings In Regions of Low to Moderate Seismicity: A Practical Alternative Design. Practice Periodical On Structural Design and Const, , ASCE., [DOI: 10.1061/(ASCE)SC.1943-5576.0000093]; Islam, A.B.M.S., Ahmad, S.I., Jameel, M., Generation of Response Spectra Along With Time History for Earthquake in Dhaka for Dynamic Analysis of Structures (2010) SUST Stud, 14 (4), pp. 56-68; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Seismic isolation in buildings to be a practical reality: Behaviour of structure and installation technique (2011) J. Eng. Technol. Res, 3 (4), pp. 99-117; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Study on optimal isolation system and dynamic structural responses in multi-storey buildings (2011) Int. J. Phys. Sci, 6 (9), pp. 2219-2228; Ismail, M., Rodellar, J., Ikhouane, F., An innovative isolation device for aseismic design (2010) Eng. Struct, 32, pp. 1168-1183; Jangid, R.S., Optimum lead-rubber isolation bearings for near-fault motions (2007) Eng. Struct, 29, pp. 2503-2513; Kelly, T.E., (2001) Base Isolation of Structures: Design Guidelines, , Holmes Consulting Group Ltd; Kelly, T.E., Robinson, W.H., Skinner, R.I., Seismic Isolation for Designers and Struct (2006) Eng, , Robinson Seismic Ltd; Kilar, V., Koren, D., Seismic behaviour of asymmetric base isolated structures with various distributions of isolators (2009) Eng. Struct, 31, pp. 910-921; Kirac, N., Dogan, M., Ozbasaran, H., (2010) Failure of Weak Storey During Earthquakes, , Engineering Failure Analysis In Press; Komodromos, P., Simulation of the earthquake-induced pounding of seismically isolated buildings (2008) Comput. Struct, 86, pp. 618-626; Komodromos, P., Polycarpou, P., Papaloizou, L., Phocas, M., Response of seismically isolated buildings considering poundings (2007) Earthquake Eng. Struct. Dynam, 36, pp. 1605-1622; Lu, L.Y., Lin, G.L., Predictive control of smart isolation system for precision equipment subjected to near-fault earthquakes (2008) Eng. Struct, 30, pp. 3045-3064; Matsagar, V.A., Jangid, R.S., Influence of isolator characteristics on the response of base-isolated structures (2004) Eng. Struct, 26, pp. 1735-1749; Micheli, I., Cardini, S., Colaiuda, A., Turroni, P., Investigation upon the dynamic structural response of a nuclear plant on aseismic isolating devices (2004) Nuclear Eng. Des, 228, pp. 319-343; Mo, Y.L., Chang, Y.F., Application of base isolation concept to soft first storey build (1995) Comput. Struct, 55, pp. 883-896; Pocanschi, A., Phocas, M.C., Earthquake isolator with progressive nonlinear deformability (2007) Eng. Struct, 29, pp. 2586-2592; Polycarpou, P.C., Komodromos, P., Earthquake-induced poundings of a seismically isolated building with adjacent structures (2010) Eng. Struct, 32, pp. 1937-1951; Providakis, C.P., Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations (2008) Eng. Struct, 30, pp. 1187-1198; Sharma, A., Jangid, R., Behaviour of Base-Isolated Structures with High Initial Isolator Stiffness (2009) Int. J. Appl. Sci. Eng. Technol, p. 5; Spyrakos, C.C., Koutromanos, I.A., Maniatakis, C.A., Seismic response of base-isolated buildings including soil-structure interaction (2009) Soil Dyn. Earthquake Eng, 29, pp. 658-668; (1997) Earthquake Regulations For Seismic Isolated Structures, , Uniform Building Code, UBC, Whitter CA, USA; Wilbowo, A., Wilson, J.L., Lam, N.T.K., Gad, E.F., Collapse modeling analysis of a precast soft storey building in Australia (2010) Eng. Struct, 32, pp. 1925-1936; Yoshimura, M., Nonlinear analysis of a reinforced concrete building with a soft first storey collapsed by the 1995 Hyogoken- Nanbu earthquake (1997) Cem. Concrete Comp, 19, pp. 213-221

Notes: Cited By (since 1996): 1 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Safiuddin, M.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: safiq@um.edu.my References: (2004) Annual Book of ASTM Standards, 4 (2). , ASTM C 125: American Society for Testing and Materials, Philadelphia; Emerson, M., Mechanisms of water absorption by concrete (1990) Proceedings of the International Conference on Protection of Concrete, pp. 689-700. , University of Dundee, Scotland; Safiuddin, M., Zain, M.F.M., Yusof, K.M., Effect of mineral admixtures and curing methods on the initial surface absorption of high performance concrete (1999) Proceedings of the Sixth International Conference on Concrete Engineering and Technology, pp. 249-257. , Kuala Lumpur, Malaysia; Protection of Metals in Concrete against Corrosion (2004) ACI Manual of Concrete Practice, Part 1, , ACI 222R-01, American Concrete Institute, Farmington Hills, Michigan; McCarter, W.J., Ezirim, H., Emerson, M., Absorption of water and chloride into concrete (1992) Mag. Concr. Res., 44 (158), pp. 31-37; Hooton, R.D., Influence of silica fume replacement of cement on physical properties and resistance to sulfate attack, freezing and thawing, and alkali-silica reactivity (1993) ACI Mater. J., 90 (2), pp. 143-151; Neville, A.M., (1996) Properties of Concrete. 4th and Final Edn, , New York: Wiley; Guide to durable concrete (2004) ACI Manual of Concrete Practice, Part 1, , ACI 201. 2R-01, American Concrete Institute, Farmington Hills, Michigan; Standard test method for density, absorption, and voids in hardened concrete (2004) Annual Book of ASTM Standards, 4 (2). , ASTM C 642, American Society for Testing and Materials, Philadelphia; Standard test method for electrical indication of concrete�s ability to resist chloride ion penetration (2004) Annual Book of ASTM Standards, 4 (2). , ASTM C 1202, American Society for Testing and Materials, Philadelphia; Haynes, J.M., Determination of pore properties of constructional and other materials: general introduction and classification of methods (1973) Mater. Struct., 6 (33), pp. 169-174; Standard practice for selecting proportions for normal, heavyweight and mass concrete (2004) ACI Manual of Concrete Practice, Part 1, , ACI 211. 1-91, American Concrete Institute, Farmington Hills, Michigan; Standard test method for slump of hydraulic-cement concrete (2004) Annual Book of ASTM Standards, 4 (2). , ASTM C 143/C 143 M, American Society for Testing and Materials, Philadelphia; Standard practice for making and curing concrete test specimens in the laboratory (2004) Annual Book of ASTM Standards, 4 (2). , ASTM C 192/C 192 M, American Society for Testing and Materials, Philadelphia; Janz, M., Technique for measuring moisture storage capacity at high moisture levels (2001) J. Mater. Civil Eng., 13 (5), pp. 364-370; Safiuddin, M., Hearn, N., Comparison of ASTM saturation techniques for measuring the permeable porosity of concrete (2005) Cement Concr. Res., 35 (5), pp. 1008-1013; Nokken, M.R., Hooton, R.D., Dependence of rate of absorption on degree of saturation of concrete (2002) Cement Concr. Aggreg., 24 (1), pp. 20-24; Hearn, N., Hooton, R.D., Mills, R.H., Pore structure and permeability (1994) Significance of Tests and Properties of Concrete and Concrete-Making Materials, ASTM STP 169C, pp. 240-262. , American Society for Testing and Materials, Philadelphia

Notes: Cited By (since 1996): 5 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Saiful Islam, A. B. M.; Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia; email: abm.saiful@gmail.com References: Chen, X.H., Zhang, J., (1999) Coupled Time-domain Analysis of the Response of a Spar and Its Mooring System, pp. 293-300. , International Offshore Polar Engineering Conference (ISOPE); Chen, X.H., Zhang, J., Ma, W., On dynamic coupling effects between a spar and its mooring lines (2001) Ocean Eng, 28, pp. 863-887; Chen, X., Ding, Y., Zhang, J., Liagre, P., Niedzwecki, J., Teigen, P., Coupled dynamic analysis of a mini TLP: Comparison with measurements (2006) Ocean Eng, 33, pp. 93-117; Colby, C., Sodahl, N., Katla, E., Okkenhaung, S., (2000) Coupling Effects For a Deepwater Spar, pp. 2-7. , Offshore Technology Conference, OTC 12083; Fan, Z., Jian-Min, Y., Run-Pei, L., Gang, C., Coupling effects for celltruss spar platform: Comparison of frequency-and time-domain analyses with model tests (2008) J. Hydrodyn, 20 (4), pp. 424-432; Gupta, H., Finn, L., Weaver, T., (2000) Effects of Spar Coupled Analysis, pp. 1-10. , Offshore Technology Conference, OTC 12082; Islam, A.B.M.S., Jameel, M., Jumaat, M.Z., Study on optimal isolation system and dynamic structural responses in multi-story buildings (2011) Int. J. Phys. Sci, 6 (9), pp. 2219-2228; Islam, A.B.M.S., Ahmad, S.I., Jameel, M., Jumaat, M.Z., Study on corollary of seismic base isolation system on buildings with soft story (2011) Int. J. Phys. Sci, , In Press; Jameel, M., (2008) Non-linear Dynamic Analysis and Reliability Assessment of Deepwater Floating Structure, , PhD thesis. Department of Applied Mechanics, Indian Institute of Technology, Delhi (IIT Delhi); Kim, M.H., Ran, Z., Zheng, W., Hull/Mooring Coupled dynamic analysis of a Truss Spar in time domain (2001) Int. J. Offshore Polar. Eng, 11 (1), pp. 42-53; Kim, M.H., Tahar, A., Kim, Y.B., (2001) Variability of TLP Motion Analysis Against Various Design Methologies/parameters, 3, pp. 467-473. , Int. Offshore Polar Eng. Conf. (ISOPE); Kim, M.H., Ward, E.G., Haring, R., (2001) Comparison of Numerical Models For the Capability of Hull/mooring/Riser Coupled Dynamic Analysis For Spars and TLPs In Deep and Ultra-Deep Waters, 3, pp. 474-479. , Int. Offshore Polar Eng. Conf. (ISOPE); Kim, M.H., Koo, B.J., Mercier, R.M., Ward, E.G., Vessel/mooring/riser couple dynamic analysis of a turret-moored FPSO compared with OTRC experiment (2005) Ocean Eng, 32, pp. 1780-1802; Low, Y.M., Prediction of extreme responses of floating structures using a hybrid time/frequency domain coupled approach (2008) Ocean Eng, 35, pp. 1416-1428; Low, Y.M., Langley, R.S., A hybrid time/frequency domain approach for efficient coupled analysis of vessel/mooring/riser dynamics (2008) Ocean Eng, 35 (5-6), pp. 433-446; Ma, W., Lee, L.-Y., (2000) Deepwater Nonlinear Coupled Analysis Tool, pp. 1-11. , Offshore Technology Conference, OTC 12085; Ormberg, H., Larsen, K., Coupled analysis of floater motion and mooring dynamics for a turret-moored ship (1998) Appl. Ocean Res, 20, pp. 55-67; Paulling, J.R., Webster, W.C., A consistent, large-amplitude analysis of the coupled response of a TLP and tendon system (1986) Offshore Mech. Arctic Eng. Symp. (OMAE), 3, pp. 126-133; Ran, Z., Kim, M.H., (1996) Nonlinear Coupled Response of a Tethered Spar Platform In Waves, pp. 281-287. , Int. Offshore Polar Eng. Conf. (ISOPE); Ran, Z., Kim, M.H., Niedzwecki, J.M., Johnson, R.P., Response of a Spar platform in Random Waves and Currents (Experiment vs. Theory) (1996) Int. J. Offshore. Polar. Eng, 6 (1), pp. 27-34; Ran, Z., Kim, M.H., Nonlinear coupled responses of a tethered spar platform in waves (1997) Int. J. Offshore Polar Eng, 7 (2), pp. 111-118; Ran, Z., Kim, M.H., Zheng, W., Coupled dynamic analysis of a moored spar in random waves and currents (time-domain versus frequencydomain analysis) (1999) J. Offshore Mech. Arctic Eng, 121, pp. 194-200; Tahar, A., Kim, M.H., Coupled-dynamic analysis of floating structures with polyester mooring lines (2008) Ocean Eng, 35, pp. 1676-1685; Yang, C.K., Kim, M.H., Transient effect of tendon disconnection of a TLP by hull-tendon-riser coupled dynamic analysis (2010) Ocean Eng, 37, pp. 667-677

Notes: Cited By (since 1996): 2 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Razavi, S. V.; Civil Engineering Department, University Malaya (UM)Malaysia; email: Vahidrazavy@yahoo.com References: Ahmed, A.N.E., Karim, A., Jaffar, O., Evaluation the efficiency of Radial Basis Function Neural Network for Prediction of water quality parameters (2009) Eng. Intell. Syst, 17 (4), pp. 221-231; Amen, A., Laurent, M., Manuel, L., Patric, H., Strengthening slab using externally-bonded strip composite (2008) Compos, 39, pp. 1125-1135; Clarke, J.K., Waldron, P., The reinforcement of concrete structures with advanced composites (1996) Struct. Eng, 74 (3), pp. 283-288; Altun, F., ��zg��r, K., Kamil, A., Predicting the compressive strength of steel fiber added lightweight concrete using neural network (2008) Comput. Mater. Sci, 42, p. 2; Jamal, A.A., Elsanosi, A., Abdelwahab, A., Modeling and simulation of shear resistance of R/C beams using artificial neural network (2007) J. Franklin Inst, 344, pp. 741-756; Kasperkiewics, J., Racz, J., Dubrawski, A., HPC strength prediction using ANN (1995) ASCE J. Comput. Civ. Eng, 9, pp. 279-284; Lai, S., Sera, M., Concrete strength prediction by means of neural network (1997) Constr. Build. Mater, 11, pp. 93-98; Lange, N.T., New mathematical approaches in hydrological modeling an application of artificial neural networks (1999) Phys. Chem. Earth (B), 24 (1-2), pp. 31-35; Lee, S.C., Prediction of concrete strength using artificial neural Networks (2003) Eng. Struct, 25, pp. 849-857; Mehmet, I., Modeling ultimate deformation capacity of RC columns using artificial Eng (2007) Struct, 29, pp. 329-335; Naci, C., Muzaffer, E., Zeynep, D.Y., Mehmet, S., (2007) Neural Networks In 3-dimensional Dynamic Analysis of Reinforced Concrete Buildings; Ola, E., Joakim, L., T��ljsten, B., Piotr, R., Thomas, O., CFRP strengthened openings in two-way concrete slabs - An experimental and numerical study (2007) Constr. Build. Mater, 21, pp. 810-826; Pannirselvam, N., Raghunath, P.N., Suguna, K., Neural Networks for performance of Glass Fiber Reinforced polymer plated RC beam (2008) Am. J. Eng. Appl. Sci, 1, pp. 82-88; Smith, S.T., Kim, S.J., (2008) Strengthening of One-way Spanning RC Slabs With Cutouts Using FRP Composites, , The University of Hong Kong. University of Technology, Sydney, Australia; Specht, D.F., Probabilistic neural networks (1990) Neur. Netw, 3, pp. 109-118; Sudheer, K.P., Gosain, A.K., Mohana, R.D., Saheb, S.M., Modelling evaporation using an artificial neural network algorithm (2002) Hydrol. Process. Lfi, pp. 3189-3202; Taljsten, B., Elfgren, L., Strengthening of concrete beams for shear using CFRP-materials: Evaluation of different application methods (2000) Compos., Part B, Eng, 31, pp. 87-96; Yeh, I.C., Modeling of strength of HPC using ANN (1998) Cem. Concr. Res, 28, pp. 1797-1808

Notes: Cited By (since 1996): 3 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Safiuddin, M.; Department of Civil and Environmental Engineering, Faculty of Engineering, University of Waterloo, Waterloo, Ontario, N2L 3G1, Canada; email: msafiudd@engmail.uwaterloo.ca References: Khayat, K.H., Workability, Testing, and Performance of Self-Consolidating Concrete (1999) ACI Materials Journal, 96, pp. 346-353; (2002) Specifications and Guidelines For Self-Consolidating Concrete, , EFNARC, European Federation of Suppliers of Specialist Construction Chemicals (EFNARC), Surrey, UK; Safiuddin, M., (2008) Development of Self-Consolidating High Performance Concrete Incorporating Rice Husk Ash, , Ph.D. Thesis, The University of Waterloo, Waterloo, Ontario, Canada; Safiuddin, M., West, J.S., Soudki, K.A., Flowing Ability of Self-Consolidating Concrete and Its Paste and Mortar Components Incorporating Rice Husk Ash (2010) Canadian Journal of Civil Engineering, 37, pp. 401-412; Safiuddin, M., West, J.S., Soudki, K.A., Hardened Properties of Self-Consolidating High Performance Concrete Including Rice Husk Ash (2010) Cement and Concrete Composites, 32, pp. 708-717; Safiuddin, M., West, J.S., Soudki, K.A., Flowing Ability of the Mortars Formulated from Self-Compacting Concretes Incorporating Rice Husk Ash (2011) Construction and Building Materials, 25, pp. 973-978; Lachemi, M., Hossain, K.M.A., Lambros, V., Bouzouba�¢, N., Development of Cost-effective Self-Consolidating Concrete Incorporating Fly Ash, Slag Cement, or Viscosity-modifying Admixtures (2003) ACI Materials Journal, 100, pp. 419-425; Khayat, K.H., Optimization and Performance of Air-Entrained, Self-Consolidating Concrete (2000) ACI Materials Journal, 97, pp. 526-535; Lim, B.A., (2000) Feature On Palm Oil Fuel Ash, , The New Straits Times, Thursday, December 28, Malaysia; Safiuddin, M., Salam, M.A., Jumaat, M.Z., Utilization of Palm Oil Fuel Ash in Concrete: A Review (2011) Journal of Civil Engineering and Management, , in press; Sata, V., Jaturapitakkul, C., Kiattikomol, K., Influence of Pozzolans from Various by-product Materials on Mechanical Properties of High-Strength Concrete (2007) Construction and Building Materials, 21, pp. 1,589-1,598; Tangchirapat, W., Saeting, T., Jaturapitakkul, C., Kiattikomol, K., Siripanichgorn, A., Use of Waste Ash from Palm Oil Industry in Concrete (2007) Waste Management, 27, pp. 81-88; Tay, J.H., Show, K.Y., Use of Ash Derived from Oil-Palm Waste Incineration as a Cement Replacement Material, Resources (1995) Conservation and Recycling, 13, pp. 27-36; Chindaprasirt, P., Homwuttiwong, S., Jaturapitakkul, C., Strength and Water Permeability of Concrete Containing Palm Oil Fuel Ash and Rice Husk Ash (2007) Construction and Building Materials, 21, pp. 1,492-1,499; Awal, A.S.M.A., Hussin, M.W., Durability of High Performance Concrete Containing Palm Oil Fuel Ash, pp. 465-474. , in: Lacasse M.A., Vanier D.J. and Payer D.R., eds., Proceedings of the Eighth International Conference on the Durability of Building Materials and Composites, Vancouver, British Columbia, Canada, 30 May-3 June, 1999; (2009) Standard Specification For Coal Fly Ash and Raw Or Calcined Natural Pozzolan For Use In Concrete, 4 (2). , ASTM C 618, Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA; Cementitious Materials for Use in Concrete (2008) Canada, , CSA A3001 Canadian Standards Association, Mississauga, Ontario; (2009) Standard Test Method For Fineness of Hydraulic Cement By the 45-��m (No. 325) Sieve, 4 (1). , ASTM C 430, Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA; (2009) Standard Specification For Portland Cement, 4 (1). , ASTM C 150, Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA; (1975) Department of Environment (DOE), , DOE, Design of Normal Concrete Mixes, The Building Research and Establishment (BRE) Publication, Watford, UK; (2009) Standard Test Method For Slump Flow of Self-Consolidating Concrete, 4 (2). , ASTM C 1611/C 1611M, Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA; (2009) Passing Ability of Self-Consolidating Concrete By J-Ring, 4 (2). , ASTM C 1621/C 1621M, Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA; Mouret, M., Escadeillas, G., Bascoul, A., Metrological Signifi cance of the Column Test in the Assessment of the Static Segregation of Self-Compacting Concrete in the Fresh State (2008) Materials and Structures, 41, pp. 663-679; (2009) Standard Test Method For Static Segregation of Self- Consolidating Concrete Using Column Technique, 4 (2). , ASTM C 1610/C 1610M, Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA; Nagataki, S., Fujiwara, H., (1995) Selfcompacting Property of Highly Flowable Concrete, pp. 301-314. , in: Malhotra V.M., ed., Proceedings of the Second CANMET/ACI International Symposium on Advances in Concrete Technology, American Concrete Institute, Farmington Hills, Michigan, USA; (2005) The European Guidelines For Selfcompacting Concrete: Specifi Cation, Production and Use, Self-compacting Concrete European Project Group (SCCEPG), , SCCEPG, The European Federation of Concrete Admixtures Associations, West Midlands, UK; Perez, N., Romero, H., Hermida, G., Cuellar, G., (2002) Self-Compacting Concrete, On the Search and Finding of An Optimized Design, pp. 101-107. , in: Shah S.P., Daczko J.A. and Lingscheit J.N., eds., Proceedings of the First North American Conference on the Design and Use of Self-Consolidating Concrete, Hanley-Wood, LLC, Illinois, USA; Petrou, M.F., Harries, K.A., Gadala-Maria, F., Kolli, V.G., A Unique Experimental Method for Monitoring Aggregate Settlement in Concrete (2000) Cement and Concrete Research, 30, pp. 809-816; Bonen, D., Shah, S.P., Fresh and Hardened Properties of Self-Consolidating Concrete (2005) Progress In Structural Engineering and Materials, 7, pp. 14-26; Saak, A.W., Jennings, H.M., Shah, S.P., A Generalized Approach for the Determination of Yield Stress by Slump and Slump Flow (2004) Cement and Concrete Research, 34, pp. 363-371; Koehler, E.P., Fowler, D.W., (2006) ICAR Mixture Proportioning Procedure For Self- Consolidating Concrete, , Research Report 108-1, International Center for Aggregates Research, University of Texas at Austin, Texas, USA; Saak, A.W., Jennings, H.M., Shah, S.P., New Methodology for Designing Self- Compacting Concrete (2001) ACI Materials Journal, 98, pp. 429-439

Notes: 792EL Times Cited:0 Cited References Count:45

Notes: Cited By (since 1996): 4 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Safiuddin, Md.; Department of Civil and Environmental Engineering, Faculty of Engineering, University of Waterloo, 200 University Avenue West, Waterloo, ON N2L 3G1, Canada; email: msafiudd@engmail.uwaterloo.ca

Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Safiuddin, M.D.; Department of Civil and Environmental Engineering, Faculty of Engineering, University of Waterloo, 200 University Avenue West, Waterloo, ON, N2L 3G1, Canada References: (2009) Standard specification for concrete aggregates, , ASTM C 33 Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA; (2009) Standard test method for static segregation of self-consolidating concrete using column technique, , ASTM C 1610/C 1610M: Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA; (2009) Standard test method for slump flow of self-consolidating concrete, , ASTM C 1611/C 1611M: Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA; Brameshuber, W., Uebachs, S., Practical experience with the application of self-compacting concrete in Germany (2001) Proceedings of the Second International Symposium on Self-Compacting Concrete, pp. 687-695. , COMS Engineering Corporation, Tokyo, Japan; (1975) Design of normal concrete mixes, , DoE: Department of Environment (DoE), The Building Research and Establishment (BRE) Publication, Watford, UK; (2002) Specifications and guidelines for self-consolidating concrete, , EFNARC: European Federation of Suppliers of Specialist Construction Chemicals (EFNARC), Surrey, UK; Felekoglu, B., T��rkel, S., Baradan, B., Effect of water/cement ratio on the fresh and hard-ened properties of self-compacting concrete (2007) Building and Environment, 42 (4), pp. 1795-1802; Grdic, Z.J., Toplicic-Curcic, G.A., Despotovic, I.M., Ristic, N.S., Properties of self-compacting concrete prepared with coarse recycled concrete aggregate (2010) Construction and Building Materials, 24 (7), pp. 1129-1133; Hendriks, C.F., Pieterson, H.S., Concrete: durable but also sustainable (1998) Proceedings of the International Conference on the Use of Recycled Concrete Aggregates, pp. 1-18. , Thomas Telford, London, UK; Katz, A., Properties of concrete made with recycled aggregate from partially hydrated old concrete (2003) Cement and Concrete Research, 33 (5), pp. 703-711; Khayat, K.H., Workability, testing, and performance of self-consolidating concrete (1999) ACI Materials Journal, 96 (3), pp. 346-353; Khayat, K.H., Optimization and performance of air-entrained, self-consolidating concrete (2000) ACI Materials Journal, 97 (5), pp. 526-535; Koehler, E.P., Fowler, D.W., (2006) ICAR mixture proportioning procedure for self-consolidating concrete, , International Centre for Aggregates Research, University of Texas at Austin, Texas, USA; Kou, S.C., Poon, C.S., Properties of self-compacting concrete prepared with coarse and fine recycled concrete aggregates (2009) Cement and Concrete Composites, 31 (9), pp. 622-627; Levy, S.M., Helene, P., Durability of recycled aggregates concrete: a safe way to sustain-able development (2004) Cement and Concrete Research, 34 (11), pp. 1975-1980; Nagataki, S., Fujiwara, H., (1995) Self-compacting property of highly flowable concrete, pp. 301-314. , Proceed-ings of the Second CANMET/ACI International Symposium on Advances in Concrete Technology, American Concrete Institute, Michigan, USA; Okamura, H., Ouchi, M., Self-compacting concrete-development, present and future (1999) Proceedings of the First International RILEM Symposium on Self-Compacting Concrete, pp. 3-14. , RILEM Publications, Bagneux, France; Okamura, H., Ouchi, M., Self-compacting concrete (2003) Journal of Advanced Concrete Technology, 1 (1), pp. 5-15; Ozawa, K., Mackawa, K., Okamura, H., High performance concrete based on the durability design of concrete structures (1989) Proceedings of the Second East Asia Pacific Conference on Structural Engineering and Construction, pp. 445-450. , Chiang-Mai, Thailand; Parez, N., Romero, H., Hermida, G., Cuellar, G., Self-compacting concrete, on the search and finding of an optimized design (2002) Proceedings of the First North American Conference on the Design and Use of Self-Consolidating Concrete, pp. 101-107. , Hanley-Wood, LLC, Illinois, USA; Poon, C., Kou, S., Lam, L., Influence of recycled aggregate on slump and bleeding of fresh concrete (2007) Materials and Structures, 40 (9), pp. 981-988; Recycled aggregate, , http://www.cement.org/tech/cct_aggregates_recycled.asp, Portland Cement Association: Available from Concrete Technology, Available from Access in May 13, 2010; Sagoe-Crentsil, K.K., Brown, T., Taylor, A.H., Performance of concrete made with commercially produced coarse recycled concrete aggregate (2001) Cement and Concrete Research, 31 (5), pp. 707-712; Su, N., Wang, B.L., Study on the engineering properties of recycled aggregate concrete and recovered aggregate from demolished concrete (2000) Journal of the Chinese Institute of Civil and Hydraulic Engineering, 12 (3), pp. 435-444; Tang, L., Evaluation of methods for testing fresh self-compacting concrete (2005) Proceedings of the First International Symposium on Design, pp. 245-252. , Performance and Use of Self-Consolidating Concrete, Changsha, China; Tu, T.-Y., Chen, Y.-Y., Hwang, C.-L., Properties of HPC with recycled aggregates (2006) Cement and Concrete Research, 36 (5), pp. 943-950; Tu, T.-Y., Jann, Y.-Y., Hwang, C.-L., The application of recycled aggregates in SCC (2005) Proceedings of the First International Symposium on Design, pp. 145-152. , Performance and Use of Self-Consolidating Concrete, Changsha, China; Zakaria, M., Cabrera, J.G., Performance and durability of concrete made with demolition waste and artificial fly ash-clay aggregates (1996) Waste Management, 16 (1-3), pp. 151-158

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Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Jumaat, M.Z.B.; Dept. of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur, Malaysia; email: zamin@um.edu.my References: Diagnosis of deterioration in concrete structures (2000) Concrete Repair Manual 2nd Edn, 1, pp. 988-1027. , Concrete Society and International Concrete Repair Institute. Published jointly by ACI International, Building Research Establishment; Tham, K.W., Durability of concrete structures (1992) Continuing Educational Workshop on Rehabilitation and Repair of Structures, IEB, Malaysia; Cambel - Allen, D., Roper, H., Concrete structures: Material, maintenance and repair (1991) Concrete Design and Construction Series, 102. , Longman Publishers (Pte) Ltd. Singapore. Structural Performance of Reinforced Concrete Beams Repairing from Spalling; Nounu, G., Chaudhary, Z.-U.-H., Reinforced concrete repairs in beams (1999) Construction and Building Materials, 13 (4), pp. 195-212. , DOI 10.1016/S0950-0618(99)00014-8; Choppola, L., Concrete durability and repair technology ENCO Engineering and Concrete Spresiano (TV); Guide to the maintenance, repair and monitoring of reinforced concrete structures (2003) Concrete Repair Manual, 1, pp. 691-736. , ACI International and BRE Concrete Society and ICRI, 2nd Edn; Rutenbeck, T., (1999) Repairing Concrete with Shotcrete, pp. 90-10. , Bureau of Reclamation, TSC, Civil Engineering Services, Metal Engineering and Research Laboratory, Denver, Colorado; Andrews, G., Sharma, A.K., Repaired reinforced beams (1998) Concrete International: Design and Construction; ACI, 10 (4), pp. 47-51; Almusallam, A.A., Al-Gahtani, A.S., Maslehuddin, M., Khan, M.M., Aziz, A.R., Evaluation of repair materials for functional improvement of slabs and beams with corroded reinforcement (1997) Proceedings of the Institution of Civil Engineers: Structures and Buildings, 122 (1), pp. 27-34; Almusallam, A.A., Al-Gahtani, A.S., Aziz, A.R., Rasheeduzzafar, Effect of reinforcement corrosion on bond strength (1996) Construction and Building Materials, 10 (2), pp. 123-129. , DOI 10.1016/0950-0618(95)00077-1; Emberson, N.K., Mays, G.C., Significance of property mismatch in the patch repair of structural concrete. Part 3: Reinforced concrete members in flexure (1996) Magazine of Concrete Research, 48 (1), pp. 45-57; Marrosszeky, M., Yu, J.G., Ng, C.M., Study of bond in concrete repairs (1991) Proceedings of the Second CANMET, ACI International Conference on Durability of Concrete, 126 (70), pp. 1331-1354. , Montreal, Canada, ACI-SP; Ong, B.G., (1993) Performance of Repaired Reinforced Concrete Slabs, , Master of Engineering Thesis, Department of Civil Engineering, National University of Singapore; Emberson, N.K., Mays, G.C., Significance of property mismatch in the patch repair of structural concrete. Part 3: Reinforced concrete members in flexure (1996) Magazine of Concrete Research, 48 (1), pp. 45-57; Guide for selecting and specifying for repair of concrete surfaces (1996) Concrete Repair Manual, 1, pp. 835-912. , International Concrete Repair Institute, 2nd edn., Published jointly by ACI International, Building Research Establishment, Concrete Society and International Concrete Repair Institute; Austin, S.A., Robins, P.J., Development of patch test to study behaviours of shallow concrete patch repairs (1993) Magazine of Concrete. Research, 45 (164), pp. 221-229; Cairns, J., Load relief during structural repairs to reinforced concrete beams (1993) Proceeding of the Institute of Civil Engineers, Structures and Building, 99, pp. 417-427; Marrosszeky, M., Yuan, Y., Major factors influencing the performance of structural repair (1991) Proceedings of ACI International Conference on Evaluation and Rehabilitation of Concrete Structures and Innovation in Design, 2, pp. 819-837. , Hong Kong, ACI-SP 128-50; (1985) Structural Use of Concrete, , British Standard Institution Part 1 and Part 2: London: BSI, BS 8110; (1999) Building Code Requirements for Structural Concrete, pp. 318-99. , American Concrete Institute MI 4833-9094, ACI; Broms, B.B., Lutz, L.A., Effects of arrangement of reinforcement on crack width and spacing of reinforced concrete members (1965) ACI Proceedings, ACI Journal, 62 (11), pp. 395-1409

Notes: 700EI Times Cited:1 Cited References Count:112

Notes: 683NO Times Cited:1 Cited References Count:20

Notes: Buv04 Times Cited:0 Cited References Count:12

Notes: 653AI Times Cited:2 Cited References Count:23

Notes: Cited By (since 1996): 2 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Alam, A.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kaula Lumpur, Malaysia References: Bencardino, F., Spadea, G., Swamy, R.N., The problem of shear in RC beams strengthened with CFRP laminates (2007) Construct. Build. Mater, 21, pp. 1997-2006; El-Mihilmy, M.T., Tedesco, J.W., Prediction of anchorage failure for reinforced concrete beams strengthened with fiber-reinforced polymer plates (2001) ACI Struct. J, 98, pp. 301-314; Gerco, F., Lonetri, P., Blasi, P.N., An analytical investigation of debonding problems in beams strengthened using composite plates (2007) Eng. Fract. Mech, 74, pp. 346-372; Kim, J.J., Lim, Y.M., Won, J., Park, H., Lee, K.M., Shear capacity and failure behavior of DFRCC repaired RC beams at tensile region (2007) Eng. Struct, 29, pp. 121-131; Smith, S.T., Teng, J.G., FRP-strengthened RC beams. I: Review of debonding strength models (2002) Eng. Struct, 24, pp. 385-395; Xiong, G.J., Jiang, X., Liu, J.W., Chen, L., A way for preventing tension delamination of concrete cover in midspan of FRP strengthened beams (2007) Construct. Build. Mater, 21, pp. 402-408; Yao, J., Teng, J.G., Plate end debonding in FRP-plated RC beams-I (2007) Experiments. Eng. Struct, 29, pp. 2457-2471

Notes: Cited By (since 1996): 3 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Alam, M. A.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia References: Chahrour, A., Soudki, K., Flexural response of reinforced concrete beans strengthened with end-anchored partially bonded carbon fiher-reinforced polymer strips (2005) J. Comp. Construct. ASCE., 9, pp. 170-178; Garden, H.N., Flollaway, L.C., An experimental study of the influence of plate end anchorage of carbon fibre composite plates used to strengthen reinforced concrete beams (1998) Comp. Strict., 42, pp. 175-188; Hussain, M., Sharif, A., Basunhul, A., Baluch, M.H., Al-Aulaimani, G.J., Flexural behavior of precracked reinforced concrete beams strengthened externally by steel plates (1995) ACI Strict. J., 92, pp. I4-22; Jansze, W., Uijl, J.A.D., Walraven, J.C., Flexural strengthening with externally bonded steel plates: Design for beam shear and plate anchorage (1998) Challenges for Concrete in the Next Millennium, , Stoelhorst. D. and G.L. Boer Den (Eds); Jones, R., Swam, R.N., Charif, A., Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates (1988) Struct. Eng., 66, pp. 85-94; Oehlers, D.J., Moran, J.P., Premature failure of external plated reinforced concrete beams (1990) J. Struct. Eng. (ASCE), 116, pp. 978-995; Oh, B.H., Cho, J.Y., Park, D.G., Failure behaviour and separation criterion for strengthened concrete members with steel plates (2003) J. Struct. Eng. ASCE, 129, pp. 1191-1198; Saadatmanesh, H., Malek, A.M., Design guidelines for flexural strengthening of RC beams with FRP plates (1998) J. Comp. Construct. ASCE, 2, pp. 158-164

Notes: Cited By (since 1996): 5 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Mahmud, H.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603, Kuala Lumpur, Malaysia References: Abdullah, A.A.A., Basic strength properties of lightweight concrete using agricultural wastes as aggregates (1984), pp. 624-636. , Proceedings of International Conference on Low-cost Housing for Developing Countries, 1984, Roorkee, IndiaAta, O., Olanipekun, E.A., Oluola, K.O., A comparative study of concrete properties using coconut shell and palm kernel shell as coarse aggregates (2006) Build. Environ., 41, pp. 297-301; Basri, H.B., Mannan, M.A., Zain, M.F.M., Concrete using oil palm shells as aggregate (1999) Cem. Concr. Res., 29, pp. 619-622; Clarke, J.L., (1993) Structural Lightweight Aggregate Concrete, , 1st Edn., Chapman Hall, Glasgow, ISBN: 0 7514 0006 8; (1983) Manual of Lightweight Aggregate Concrete, , FIP, 2nd Edn., Surrey University Press, London, ISBN: 0-903384-43-4; Mannan, M.A., Ganapathy, C., Concrete from an agricultural waste-oil palm shell (OPS) (2004) Build. Environ., 39, pp. 441-448; Neville, A.M., (1996) Properties of Concrete, , 4th Edn., Longman Group Limited, London, ISBN: 0-582-23070-5; Okafor, F.O., Palm kernel shell as aggregate for concrete (1988) Cem. Concr. Res., 18, pp. 901-910; Robert, L., Lindon, S., Peter, W., Ray, R., Cementitious Additions (2003) Advanced Concrete Technology, pp. 43-45. , In, John, N. and S.C. Ban (Eds.). Elsevier Publications, Amsterdam. ISBN: 0 7506 5103 2

Notes: Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Alam, M. A.; Dept. of Civil Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: ashraf_arif2003@yahoo.com References: Smith, S.T., Teng, J.G., FRP-strengthened RC beams. I: Review of debonding strength models (2002) Engineering Structures, 24, pp. 385-395; Jones, R., Swamy, R.N., Charif, A., Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates (1988) The Structural Engineering, 66 (5), pp. 85-94; Ritchie, P.A., Thomas, D.A., Lu, L., Connelly, G.M., External reinforcement of concrete beams using fiber reinforced plastics (1991) ACI Structural Journal, pp. 490-500; Sharif, A., Al-Sulaimani, G.J., Basunbul, I.A., Baluch, M.H., Ghaleb, B.N., Strengthening of initially loaded reinforced concrete beams using FRP plates (1994) ACI Structural Journal, 91 (2), pp. 160-168; Hussain, M., Sharif, A., Basunbul, A., Baluch, M.H., Al-Aulaimani, G.J., Flexural Behavior of Precracked Reinforced Concrete Beams Strengthened Externally by Steel Plates (1995) ACI Structural Journal, 92 (1), pp. 14-22; Garden, H.N., Quantrill, R.J., Hollaway, L.C., Thorne, A.M., Parke, G.A.R., An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams (1998) Construction and Building Materials, 12, pp. 203-219; Swamy, R.N.P., Debonding of carbon-fibre-reinforced polymer plate from concrete beams (1999) Proc. Instn Civ. Engrs Structs and Bldgs, 134, pp. 301-317. , Mukhopadhaya; Adhikary, B.B., Mutsuyoshi, H., Numerical simulation of steel-plate strengthened concrete beam by a non-linear finite element method model (2002) Construction and Building Materials, 16, pp. 291-301; Xiong, G.J., Jiang, X., Liu, J.W., Chen, L., A way for preventing tension delamination of concrete cover in midspan of FRP strengthened beams (2007) Construction and Building Materials, 21, pp. 402-408; Diagana, C., Li, A., Gedalia, B., Delmas, Y., Shear strengthening effectiveness with CFF strips (2003) Engineering Structures, 25, pp. 507-516

Notes: 440AD Times Cited:10 Cited References Count:16

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Notes: Cited By (since 1996): 7 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Alengaram, U. J.; Department of Built Environment, Faculty of Engineering and Technology, SEGi University College, Kota Damansara, 47810, Malaysia References: Ata, O., Olanipekun, E.A., Oluola, K.O., A comparative study of concrete properties using coconut shell and palm kernel shell as coarse aggregates (2006) Build. Environ., 41, pp. 297-301; Basri, H.B., Mannan, M.A., Zain, M.F.M., Concrete using oil palm shells as aggregate (1999) Ceme. Concr. Res., 29, pp. 619-622; Clarke, J.L., (1993) Structural Lightweight Aggregate Concrete, , Ist Edn., Chapman Hall, Glasgow, ISBN: 0 7514 0006 8; Mannan, M.A., Ganapathy, C., Concrete from an agricultural waste-oil palm shell (OPS) (2004) Build. Environ., 39, pp. 441-448; Neville, A.M., (1995) Properties of Concrete, , 4th Edn., Longman Group Limited, London, ISBN: 0-582- 23070-5; Okafor, F.O., Palm kernel shell as aggregate for concrete (1988) Cem. Concr. Res., 18, pp. 901-910

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Notes: Cited By (since 1996): 16 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Alengaram, U. J.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603, Kuala Lumpur, Malaysia; email: ujohnrose@yahoo.com References: Standard Test Method for Density, Relative Density and Absorption of Coarse Aggregate (2003) Annual Book of ASTM Standards, , ASTM, ASTM C 127; Standard Test Method for Density, Yield and Air Content (2003) Annual Book of ASTM Standards, , ASTM, ASTM C 138; Ata, O., Olanipekun, E.A., Oluola, K.O., A comparative study of concrete properties using coconut shell and palm kernel shell as coarse aggregates (2006) Building and Environment, 41, pp. 297-301; Basri, H.B., Mannan, M.A., Zain, M.F.M., Concrete using waste oil palm shells as aggregates (1999) Cement and Concrete Research, 29, pp. 619-622; (1997) Structural use of Concrete. Code of Practice for Design and Construction, , BS 8110-1, British Standards Institution, London; (1983) FIP Manual of Lightweight Aggregate Concrete, , 2nd ed., London: Surrey University Press; Neville, A.M., (1996) Properties of Concrete, , Longman Group Limited, London; Okafor, F.O., Palm kernel shell as a lightweight aggregate for concrete (1988) Cement and Concrete Research, 18, pp. 901-910; Okpala, D.C., Palm kernel shell as a lightweight aggregate in concrete (1990) Building and Environment, 25, pp. 291-296; Ramli, A., Short-term and long-term projection of Malaysian palm oil production (2003) Oil Palm Industry Economic Journal, 3, pp. 32-36; Robert, L., Lindon, S., Peter, W., Ray, R., Cementitious additions (2003) Advanced Concrete Technology, pp. 43-45. , In: John N, Ban SC, editors, Amsterdam: Elsevier publications; Satish, C., Berntsson, L., (2003) Lightweight Aggregate Concrete, Science, Technology, and Applications, , 1st edn., New York: Noyes Publications; Short, A., Kinniburgh, W., (1978) Lightweight Concrete, , 3rd edn. London, Applied Science; Teo, D.C.L., Mannan, M.A., Kurian, J.V., Flexural Behavior of Reinforced Concrete Beams Made with Oil Palm Shell (OPS) (2006) Journal of Advanced Concrete Technology, 4, pp. 459-468

Notes: Cited By (since 1996): 5 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Jumaat, M.Z.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: zamin@um.edu.my References: Adhikary, B.B., Mutsuyoshi, H., Numerical simulation of steel-plate strengthened concrete beam by a non-linear finite element method model (2002) Construction and Building Materials, 16, pp. 291-301; El-Mihilmy, M.T., Tedesco, J.W., Prediction of anchorage failure for reinforced concrete beams strengthened with fiber-reinforced polymer plates (2001) ACI Structural Journal, 98 (3), pp. 301-314; Garden, H.N., Hollaway, L.C., An experimental study of the influence of plate end anchorage of carbon fibre composite plates used to strengthen reinforced concrete beams (1998) Composite Structures, 42, pp. 175-188; Hussain, M., Sharif, A., Basunbul, A., Baluch, M.H., Al-Aulaimani, G.J., Flexural behaviour of precracked reinforced concrete beams strengthened externally by steel plates (1995) ACI Structural Journal, 92 (1), pp. 14-22; Jones, R., Swamy, R.N., Charif, A., Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates (1988) The Structural Engineering, 66 (5), pp. 85-94; Oehlers, D.J., Mohamed Ali, M.S., Debonding of steel plates glued to reinforced concrete flexural members (1997) Due to published in the Progress in Structural Engineering and Materials; Oh, B.H., Cho, J.Y., Park, D.G., Failure behaviour and separation criterion for strengthened concrete members with steel plates (2003) Journal of Structural Engineering ASCE, 129 (9), pp. 1191-1198; Saadatmanesh, H., Malek, A.M., Design guidelines for flexural strengthening of RC beams with FRP plates (1998) Journal of Composites for Construction ASCE, 2 (4), pp. 158-164; Swamy, R.N., Jones, R., Bloxham, J.W., Structural behaviour of reinforced concrete beams strengthened by epoxy-bonded steel plates (1987) The Structural Engineer, 65 A (2), pp. 59-68

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Notes:

Notes: Cited By (since 1996): 1 Export Date: 6 January 2013 Source: Scopus CODEN: WOSTB Language of Original Document: English Correspondence Address: Jumaat, M.Z.; Civil Engineering Department, University of Malaya, 50603, Kuala Lumpur, Malaysia; email: zamin@um.edu.my References: Brock, G.R., The strength of nailed timber joints (1957) Forest Product Research, , Bulletin No. 41, HMSO, London; Foschi, R.O., Load-slip characteristic of nails (1974) Wood Sci, 7 (1), pp. 69-76; Heine, C.P., (2001) Simulated Response of Degrading Hysteretic Joints with Slack Behavior, Chap. 2. Unidirectionally, Laterally Loaded Dowel-type Fasteners Single-bolt Joints, , http://scholar.lib.vt.edu/theses/available/etd-08092001-100756/ unrestricted/Ch2.pdf, PhD thesis, Virginia Polytechnic Institute and State University, Blacksburg; Jumaat, M.Z., Murty, B., The relationship between yield load point using Foschi plastic theory and maximum load on Malaysian timber nail joints (2002) Proceedings of 7th World Conference on Timber Engineering, WCTE 2002, pp. 169-181. , 12-15 August 2002, Shah Alam; Murty, B., (2003) The Use of Plastic Theory on Selected Malaysian Timber Nailed Joints, , MS Thesis, Department of Civil Engineering, University of Malaya; Sa�at, E.S., Strength of mechanical timber joints (2001) Graduation Exercise, , Department of Civil Engineering, Universiti Malaya; Smith, I., Quenneville, P., Predicting capacities of joints with laterally loaded nails (1999) International Council for Research and Innovation in Building and Construction; Working Commission W18 - Timber Structures (CIB-W18), 32nd Meeting, , Graz, Austria; Smith, I., Whale, L.R.J., Characteristic properties of nailed and bolted joints under short-term lateral load, part 1. Research philosophy and test program (1987) J I Wood Sci, 11 (2), pp. 53-59

Notes: 348JP Times Cited:10 Cited References Count:15

Notes:

Notes: Fu039 Times Cited:1 Cited References Count:9

Notes: Conference code: 88391 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Mohammadhassani, M.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur, Malaysia References: Aguilar, G., Matamoros, A.B., Parra-Montesinos, G.J., Ramirez, J.A., Wight, J.K., Experimental evaluation of design procedures for shear strength of deep reinforced concrete beams (2002) Structural Journal, 99 (4), pp. 539-548; Ahmad Shuaib, H., Khaloo, A.R., Poveda, A., Shear capacity of reinforced high strength concrete beams (1986) Journal of the American Concrete Institute, 83 (2), pp. 297-305; Ahmad Shuaib, H., Lue, D.M., Flexure-shear interaction of reinforced high-strength concrete beams (1987) ACI Structural Journal, 84 (4), pp. 330-341; Ashour, A.F., Yang, K.H., Application of plasticity theory to reinforced concrete deep beams: A review (2008) Magazine of Concrete Research, 60 (9), pp. 657-664. , doi:10.1680/macr.2008.00038; (1997) Structural Use of Concrete, , British Standards Institution (BSI), Milton Keynes: BSI; BS8110: Part 1; Chemrouk, M., Kong, F.K., Diagonal cracking and ultimate shear strength of slender high strength concrete deep beams (2004) Advances in Structural Engineering, 7 (3), pp. 217-228; Chemrouk, M., Kong, F.K., High strength concrete continuous deep beams-with web reinforcement and shear-span variations (2004) Advances in Structural Engineering, 7 (3), pp. 229-243; Elzanaty, A.H., Nilson, A.H., Slate, F.O., Shear capacity of reinforced high strength concrete (1986) ACI Journal, 83 (2), pp. 290-296; Kong, F.K., Robins, P.J., Cole, D.F., Web reinforcement effects on deep beams (1970) Am. Concr. Last. J., 67, p. 1010; Mohammadhassani, M., (2011) Experimental and Analytical Study on HSC Deep Beam with Particular Reference to the Stress/strain Distribution and to the Evolution of the Neutral Axis, , PhD Thesis., University of Malaya, Kuala Lumpur, Malaysia; Mohammadhassani, M., Jumaat, M.Z., Ashour, A., Jameel, M., (2011) Failure Modes and Serviceability of High Strength Self Compacting Concrete Deep Beams, , 10.1016/j.engfailanal.2011.08.003; Mphond, A.G., Frantz, G.C., Shear tests on high and low strength concrete beams without stirrup (1984) ACI Journal, 81 (4), pp. 350-357; De Paiva, R.H.A., Siess, C.P., Strength and behaviour of deep beams in shear (1965) J. Struct. Div. Am. Soc. Civ. Engrs., 91, p. 19; Smith, K.N., Vantsiotis, A.S., Shear strength of deep beams (1982) Am. Concr. Inst., 79, p. 201; Tan, K.-H., Kong, F.-K., Teng, S., Weng, L.-W., Effect of web reinforcement on high-strength concrete deep beams (1997) ACI Structural Journal, 94 (5), pp. 572-582; Yang, K.-H., Chung, H.-S., Ashour, A.F., Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams (2007) Magazine of Concrete Research, 59 (8), pp. 575-586. , http://www.atypon-link.com/TELF/doi/pdf/10.1680/macr.2007.59.8.575, DOI 10.1680/macr.2007.59.8.575

Notes: Conference code: 87300 Export Date: 6 January 2013 Source: Scopus doi: 10.4028/www.scientific.net/AMM.117-119.1215 Language of Original Document: English Correspondence Address: Safiuddin, Md.; Department of Civil and Environmental Engineering, Faculty of Engineering, University of Waterloo, 200 University Avenue West, Waterloo, ON, N2L 3G1, Canada; email: msafiudd@engmail.uwaterloo.ca References: Khayat, K.H., (1999) ACI Materials Journal, 96, p. 346; Okamura, H., (1997) Concrete International, 19, p. 50; Okamura, H., Ouchi, M., (2003) Journal of Advanced Concrete Technology, 1, p. 5; Ozawa, K., Mackawa, K., Okamura, H., (1989) Proceedings of the 2nd East Asia Pacific Conference on Structural Engineering and Construction, p. 445. , Chiang-Mai, Thailand; Okamura, H., Ozawa, K., (1995) Concrete Library of JSCE, 25, p. 107; Cyr, M., Mouret, M., (2003) Proceedings of the Seventh CANMET/ACI International Conference on Superplasticizers and Other Chemical Admixtures in Concrete, p. 241. , ACI SP-217; Kim, H., Park, Y.-D., Noh, J., Song, Y., Han, C., Kang, S., (1997) Proceedings of the Third CANMET/ACI International Conference, p. 653. , edited by V. M. Malhotra, American Concrete Institute, Michigan, USA; Safiuddin, M., (2008) Development of Self-consolidating High Performance Concrete Incorporating Rice Husk Ash, , PhD thesis, University of Waterloo, Waterloo, Ontario, Canada; Abdullah, K., Hussin, M.W., Zakaria, F., Muhamad, R., Hamid, Z.A., (2006) Proceedings of the 6th Asia-pacific Structural Conference on Engineering and Construction (APSEC 2006), pp. B132. , Kuala Lumpur, Malaysia; Tangchirapat, W., Jaturapitakkul, C., Chindaprasirt, P., (2009) Construction and Building Materials, 23, p. 2641; Tonnayopas, D., Nilrat, F., Putto, K., Tantiwitayawanich, J., (2006) Proceedings of the 4th Thailand Materials Science and Engineering, p. 1. , Pathumthani, Thailand; Sumadi, S.R., Hussin, M.W., (1995) Journal of Ferrocement, 25, p. 25; Safiuddin, M., Salam, M.A., Jumaat, M.Z., (2011) Journal of Civil Engineering and Management, 17, p. 234; (2009) Annual Book of ASTM Standards, , ASTM C 33 04.02. American Socity for Testing Materials, Philadelphia, USA; (2002) ACI Manual of Concrete Practice, Part 1, , ACI 211.4R-93 American Concrete Institute, Farmington Hills, Michigan, USA; Safiuddin, M., Salam, M.A., Jumaat, M.Z., (2011) Advanced Materials Research, 250-253, p. 409; (2006) Annual Book of ASTM Standards, , ASTM C 1611/C 1611M 04.02, American Society for Testing and Materials, Philadelphia, USA; (2004) Annual Book of ASTM Standards, , ASTM C 39/C 39M 04.02, American Society for Testing and Materials, Philadelphia, USA; (2004) Annual Book of ASTM Standards, , ASTM C 496/C 496M 04.02, American Society for Testing and Materials, Philadelphia, USA; (2004) Annual Book of ASTM Standards, , ASTM C 78/C 78M 04.02, American Society for Testing and Materials, Philadelphia, USA; (2004) Annual Book of ASTM Standards, , ASTM C 469/C 469M 04.02, American Society for Testing and Materials, Philadelphia, USA; (2004) Annual Book of ASTM Standards, , ASTM C 215 04.02, American Society for Testing and Materials, Philadelphia, USA; (2004) Annual Book of ASTM Standards, , ASTM C 597 04.02, American Society for Testing and Materials, Philadelphia, USA; (2004) Annual Book of ASTM Standards, , ASTM C 642 04.02, American Society for Testing and Materials, Philadelphia, USA; (2002) Specifications and Guidelines for Self-consolidating Concrete, , EFNARC (European Federation of Suppliers of Specialist Construction Chemicals (EFNARC), Surrey, UK; Khayat, K.H., (2000) ACI Materials Journal, 97, p. 526; Wiegrink, K., Marikunte, S., Shah, S.P., (1996) ACI Materials Journal, 93, p. 409; Erdogan, T.Y., (2003) Concrete, , Middle East Technical University Press, Ankara; (2005) ACI Manual of Concrete Practice, , ACI 318-05 Part 3, American Concrete Institute, Farmington Hills, Michigan, USA; Demirbo�§a, R., T��rkmen, I., Karakoc, M.B., (2004) Cement and Concrete Research, 34, p. 2329; Al-Amoudi, O.S.B., Maslehuddin, M., Asi, I.M., (1996) Cement, Concrete, and Aggregates, 18, p. 71; Lian, C., Zhuge, Y., Beecham, S., (2011) Construction and Buidling Materials, 25, p. 4294

Notes: Conference code: 88899 Export Date: 6 January 2013 Source: Scopus doi: 10.4028/www.scientific.net/AMR.468-471.50 Language of Original Document: English Correspondence Address: Rahman, M.M.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: moshiur72@siswa.um.edu.my References: Sobhani, J., Najimi, M., Pourkhorshidi, A.R., Parhizkar, T., Prediction of the compressive strength of no-slump concrete: A comparative study of regression, neural network and ANFIS models (2010) Construction and Building Materials, 24, pp. 709-718; (2002) Guide for Selecting Proportions for No-slump Concrete, , ACI-211.3 Farmington Hills (MI): American Concrete Institute; 2002; Mannonen, R., Proportioning in the ready-mix industry and the benefits of a mix design program (1995) ERMCO-95, Proceedings of the XIth European Ready Mixed Concrete Congress, pp. 177-184. , Istanbul; Kasperkiewicz, J., Optimization of concrete mix using a spreadsheet package (1995) ACI Material Journal, 91, pp. 551-559; Yeh, I.C., Design of high-performance concrete mixture using neural networks and nonlinear programming (1999) Journal of Computing in Civil Engineering, 13, pp. 36-42; Ke, C.J., Hu, Q., Jiang, P., Zhang, L., Optimum autoclaved cement concrete mix design based on flexural strength (2011) Manufacturing Process Technology, Pts 1-5, 189-193, pp. 676-679. , Z. Y. Jiang, S. Q. Li, J. M. Zeng, X. P. Liao, and D. G. Yang, Eds., ed Stafa-Zurich: Trans Tech Publications Ltd; Fan, L., Zhang, L., Li, F.H., Comparative study on HPC mix design methods (2011) High Performance Structures and Materials Engineering, Pts 1 and 2, 217-218, pp. 175-180. , M. Zhou, Ed., ed Stafa-Zurich: Trans Tech Publications Ltd; Wang, Y.D., Fan, X.C., Experimental research on physical and mechanical properties of steel fiber high-strength concrete (2011) Advances in Building Materials, 168-170, pp. 1061-1064. , Pts 1-3 L. J. Li, Ed., ed Stafa-Zurich: Trans Tech Publications Ltd; Song, X.S., Xu, G.Q., Optimum study and engineering application of mixing ratio for C50 concrete (2011) Advances in Building Materials, Pts 1-3, 168-170, pp. 537-540. , L. J. Li, Ed., ed Stafa-Zurich: Trans Tech Publications Ltd; Perera, R., Varona, F.B., Flexural and shear design of FRP plated RC structures using a genetic algorithm (2009) Journal of Structural Engineering, 135, pp. 1418-1429; Goldberg, D., (1989) Genetic Algorithms in Search, Optimization and Machine Learning, , New York: Addison Wesley New York: Addison Wesley 1989; Lian, C., Zhug, Y., Beecham, S., Modelling pervious concrete under compression loading - A discrete element approach (2011) Advances in Building Materials, Pts 1-3, 168-170, pp. 1590-1600. , L. J. Li, Ed., ed Stafa-Zurich: Trans Tech Publications Ltd; I-Cheng, Y., Computer-aided design for optimum concrete mixtures (2007) Cement and Concrete Composites, 29, pp. 193-202 Sponsors: Fujian University of Technology; Xiamen University; Fuzhou University; Huaqiao University; University of Wollongong

Notes: Conference code: 88899 Export Date: 6 January 2013 Source: Scopus doi: 10.4028/www.scientific.net/AMR.468-471.1817 Language of Original Document: English Correspondence Address: Rahman, M.M.; Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia; email: moshiur72@siswa.um.edu.my References: Zhang, W., Zhang, M.Y., Gao, L.T., Experimental study on the bending properties of GFRP middle beam in foundation pit support (2011) Materials Science and Engineering Applications, Pts 1-3, pp. 921-926. , G.J. Zhang and J. Xu, Editors Trans Tech Publications Ltd: Stafa-Zurich; Wang, X.C., Calculation of flexural capacity of SRC beams strengthened with CFRP (2011) Advanced Engineering Materials, Pts 1-3, pp. 1154-1159. , J.M. Zeng, et al., Editors Trans Tech Publications Ltd: Stafa-Zurich; Peng, Y.P., Ma, M., Chen, M.X., Study on effect of FRP reinforced manners on seismic performance of concrete frame structure (2010) 7th International Conference on Structural Analysis of Historic Constructions: Strengthening and Retrofitting, Pts 1 and 2, pp. 911-916. , X.L. Gu and X.B. Song, Editors Trans Tech Publications Ltd: Stafa-Zurich; Valivonis, J., Skuturna, T., Cracking and strength of RC structures in flexure strengthened with carbon fibre laminates (2007) Journal of Civil Engineering and Management, 13 (4), pp. 317-323; Concrete society technical report 55, design guidance for strengthening concrete structures using fibre composite materials (2000) Concrete Society Technical Report 552000, , The concrete Society, Crowthrone, UK Crowthrone, UK; Wang, W.X., Shang, Y.L., Zhang, L.S., A generalized filled function for non-smooth constrained global optimization (2011) Advanced Research on Industry, Information Systems and Material Engineering, Pts 1-7, pp. 114-117. , H. Zhang, G. Shen, and D. Jin, Editors Trans Tech Publications Ltd: Stafa-Zurich; Holland, Adaptation in Natural and Artificial Systems, MIT1975, , Cambride, Mass: MIT Press; Goldberg, D., (1989) Genetic Algorithms in Search, Optimization and Machine Learning, , New York: Addison Wesley 1989, New York: Addison Wesley; Jun, X.S., Wei, Q., Grid resource scheduling strategy based on elite DNA genetic algorithm (2011) Advanced Research on Industry, Information Systems and Material Engineering, Pts 1-7, pp. 1594-1598. , H. Zhang, G. Shen, and D. Jin, Editors Trans Tech Publications Ltd: Stafa-Zurich; Yuan, X., Fuzzy parallel machines scheduling problem based on genetic algorithm (2011) Advanced Research on Industry, Information Systems and Material Engineering, Pts 1-7, pp. 856-861. , H. Zhang, G. Shen, and D. Jin, Editors Trans Tech Publications Ltd: Stafa-Zurich; Neubauer, U., Rostasy, F.S., Design aspects of concrete structures strengthened with externally bonded CFRP-plates (1997) Proceedings 7th International Conference on Structural Faults and Repairs; Arya, C., TR 55: Design guidance for stengthening concrete structures using fibre composite materials: A review (2002) Engineering Structures, 24 (7), pp. 889-900 Sponsors: Fujian University of Technology; Xiamen University; Fuzhou University; Huaqiao University; University of Wollongong

Notes:

Notes: Conference code: 86909 Export Date: 6 January 2013 Source: Scopus doi: 10.1016/j.proeng.2011.07.269 Language of Original Document: English Correspondence Address: Mohammad, M.; Department of Civil Engineering, University of MalayaMalaysia; email: mmh356@yahoo.com References: Shear strength of reinforced concrete members (1973) Proceedings ASCE, 99 (ST6), pp. 1091-187. , ACI-ASCE Committee 426 [Reaffirmed in 1980 and published by ACI as Publication No. 426R-74]; Structural use of concrete (1985) BS 8110: Part 1. Code of Practice for Design and Construction, , British Standard Institution, BSI, London; Franz, D., Beitrag zur theorie der halscheib und des wandartigen balkens (1932) Publications, International Association for Bridge and Structural Engineering, 1, pp. 69-93; Design of deep girder Concrete Information NO. ST66, , Portland cements Association, Chicago; Li, C., Conway, H.D., Winter, G., Stress in deep beam (1952) Proceedings, ASCE, 78 (127). , Separate, May; Kaar, P.H., STRESSES in centrally loaded deep beams (1957) Proceedings, Society for Experimental Stress Analysis, 15 (1), p. 77; Mohammad, M., (2010) Stress Distribution in High Strength Concrete Deep Beam, , Proceeding PhD thesis, University Malaya; Design of concrete structure A23.3-94 (1994) Rexdale, 199p. , Canadian Standards Association

Notes: Conference code: 83464 Cited By (since 1996): 3 Export Date: 6 January 2013 Source: Scopus doi: 10.4028/www.scientific.net/AMR.163-167.3838 Language of Original Document: English Correspondence Address: Narmashiri, K.; Civil Engineering Department, Faculty of Engineering, University of Malaya, Kuala Lumpur, Malaysia; email: kambiz@narmashiri.com References: Sen, R., Liby, L., Mullins, G., (2001) Compos. Part B-Eng., 32, p. 309; Deng, J., Lee, M.M.K., Moy, S.S.J., (2004) Compos. Struct., 65, p. 205; Nozaka, K., Shield, C.K., Hajjar, J.F., (2005) J Bridge Eng., 10, p. 195; Colombi, P., (2006) Eng. Fract. Mech., 73, p. 1980; Colombi, P., Poggi, C., (2006) Compos. Part B-Eng., 37, p. 64; Photiou, N.K., Hollaway, L.C., Chryssanthopoulos, M.K., (2006) Constr. Build. Mater., 20, p. 11; Youssef, M.A., (2006) Eng. Struct., 28, p. 903; Al-Saidy, A.H., Klaiber, F.W., Wipf, T.J., (2007) Constr. Build. Mater., 21, p. 295; Deng, J., Lee, M.M.K., (2007) Compos. Struct., 78, p. 232; Deng, J., Lee, M.M.K., (2007) Compos. Struct., 78, p. 222; Al-Saidy, A.H., Klaiber, F.W., Wipf, T.J., Al-Jabri, K.S., Al-Nuaimi, A.S., (2008) Constr.Build. Mater., 22, p. 729; Fam, A., Dougall, C.M., Shaat, A., (2009) Thin Wall. Struct., 47, p. 1122; Pellegrino, C., Maiorana, E., Modena, C., (2008) Mater. Struct., 42, p. 353; Rizkalla, S., Dawood, M., Schnerch, D., (2008) Compos. Part A-Appl., 39, p. 388; Bocciarelli, M., (2009) Eng. Struct., 31, p. 956; Linghoff, D., Haghani, R., Al-Emrani, M., (2009) Thin Wall. Struct., 47, p. 1048. , 2009; Narmashiri, K., Jumaat, M.Z., (2010) Simul. Model. Pract. Theory, , in press, doi:10.1016/j.simpat.2010.08.012; Narmashiri, K., Jumaat, M.Z., Sulong, N.H.R., (2010) Int. J. Phys. Sci., 5. , in press; Patnaik, A.K., Bauer, C.L., Srivatsan, T.S., (2008) Sadhana-Acad. P. Eng. S., 33, p. 261; Narmashiri, K., Jumaat, M.Z., Sulong, N.H.R., (2010) Sci. Res. Essays, 5, p. 2155; Zhao, X.L., Fernando, D., Al-Mahaidi, R., (2006) Eng. Struct., 28, p. 1555; Harries, K.A., Peck, A.J., Abraham, E.J., (2009) Thin Wall. Struct., 47, p. 1092; Fernando, D., Yu, T., Teng, J.G., Zhao, X.L., (2009) Thin Wall. Struct., 47, p. 1020; Zhao, X.L., Al-Mahaidi, R., (2009) Thin Wall. Struct., 47, p. 1029; (2008) SIKA Product Information, , Second ed.(Sika Kimia Sdn Bhd. Kuala Lumpur); Salmon, C.G., Johnson, J.E., Malhas, F.A., (2009) Steel Structures, Design and Behavior, , Fifth ed. (Pearson Prentice Hall, New Jersey)

Notes: Conference code: 84978 Cited By (since 1996): 1 Export Date: 6 January 2013 Source: Scopus doi: 10.4028/www.scientific.net/AMR.250-253.409 Language of Original Document: English Correspondence Address: Safiuddin, Md.; Department of Civil and Environmental Engineering, Faculty of Engineering, University of Waterloo, 200 University Avenue West, Waterloo, ON N2L 3G1, Canada; email: msafiudd@engmail.uwaterloo.ca References: Khayat, K.H., (1999) ACI Materials Journal, 96, p. 346; Okamura, H., Ouchi, M., (2003) Journal of Advanced Concrete Technology, 1, p. 5; Ozawa, K., Maekawa, K., Kunishima, M., Okamura, H., (1989) Proceedings of the Second East-Asia and Pacific Conference on Structural Engineering and Construction, p. 445. , EASEC-21, Chiang Mai, Thailand; Okamura, H., Ozawa, K., (1995) Concrete Library of JSCE, 25, p. 107; Cyr, M., Mouret, M., (2003) Proceedings of the Seventh CANMET/ACI International Conference on Superplasticizers and Other Chemical Admixtures in Concrete, p. 241. , edited by V.M., Malhotra, American Concrete Institute, Michigan, USA; Kim, H., Park, Y.-D., Noh, J., Song, Y., Han, C., Kang, S., (1997) Proceedings of the Third CANMET/ACI International Conference, p. 653. , edited by V.M. Malhotra, American Concrete Institute, Michigan, USA; Safiudd, Md., (2008) Development of Self-consolidating High Performance Concrete Incorporating Rice Husk Ash, , Ph.D. Thesis, University of Waterloo, Ontario, Canada; Abdullah, K., Hussin, M.W., Zakaria, F., Muhamad, R., Hamid, Z.A., (2006) Proceedings of the 6th Asia-Pacific Structural Conference on Engineering and Construction, pp. B132-B140. , APSEC 2006 Kuala Lumpur, Malaysia; Tangchirapat, W., Jaturapitakkul, C., Chindaprasirt, P., (2009) Construction and Building Materials, 23, p. 2641; Tonnayopas, D., Nilrat, F., Putto, K., Tantiwitayawanich, J., (2006) Proceedings of the 4th Thailand Materials Science and Technology Conference, p. 1. , Pathumthani, Thailand; Sumadi, S.R., Huss, M.W., (1995) Journal of Ferrocement, 25, p. 25; Safiuddin, Md., Salam, M.A., Jumaat, M.Z., (2010) Accepeted in Journal of Civil Engineering and Management; (2002) ACI Manual of Concrete Practice, (PART 1). , ACI 211.4R-93, American Concrete Institute, Farmington Hills, Michigan, USA; (2006) Annual Book of ASTM Standards, 4 (2). , ASTM C 1611/C 1611M, American Society for Testing and Materials, Philadelphia, USA; (2002) EFNARC: Specifications and Guidelines for Self-Consolidating Concrete, , (European Federation of Supplies of Specialist Construction Chemicals (EFNARC Surrey, UK; (2006) Annual Book of ASTM Standards, 4 (2). , ASTM C 1621/C 1621M, American Society for Testing and Materials, Philadelphia, USA; Nagataki, S., Fujiwara, H., (1995) Proceedings of the Second CANMET/ACI International Symposium on Advances in Concrete Technology, p. 301. , edited by V. M. Malhotra, American Concrete Institute, Farmingham Hills, Michigan, USA; (2006) Annual Book of ASTM Standards, 4 (2). , ASTM C 1610/C 1610M, American Society for Testing and Materials, Philadelphia, USA; Parez, N., Romero, H., Hermida, G., Cuellar, G., (2002) Proceedings of the First North American Conference on the Design and Use of Self-Consolidating Concrete, p. 101. , edited by S.P. Shah, J.A. Daczko and J.N. Lingscheit, Hanley-Wood, LLC, Illinois, USA; Koehler, E.P., Fowler, D.W., (2006) ICAR Mixture Proportioning Procedure for Self-Consolidating Concrete, , (Research Report 108-1, International Center for Aggregates Research, University of Texas at Austin, Texas, USA Sponsors: Hainan University, College of Civil Engineering and Architecture; Guizhou University, College of Civil and Architecture Engineering; Hainan Society of Theoretical and Applied Mechanics

Notes:

Notes:

Notes: Conference code: 92343 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Jumaat, M.Z.; Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia; email: zamin@um.edu.my References: (1967) The Structural Use of Timber, British Code of Practice, CP112: 1967, , Anon, British Standard Institution, London; Code of Practice for Structural Use of Timber, MS 544: 1978, p. 1978. , Anon, Standard Industrial Research Institute Malaysia (SIRIM); Abdul Rashid, A.M., Midon, M.S., Jumaat, M.Z., Majid, W.M.W.A., Revised Malaysian code of practice for structural use of timber (2004) Proceeding of the 8th World Conference on Timber Engineering (WCTE 2004), pp. 43-48. , Lahti, Finland, June 14-17; Code of Practice for Permissible Stress Design, Materials and Workmanship,BS 5268: Part 2: 1996, p. 1996. , Anon, British Standard Institution, London; (1997) Timber Structures, Part 1: Design Methods, , Anon. AS 1720.1-1997, Standards Association of Australia, The Crescent, Homebush; Chu, Y.P., Structural timber joints (1987) Malayan Forest Records No. 32, pp. 47-68. , Forest Research Institute Malaysia; Johansen, K.W., (1949) Theory of Timber Connection, pp. 243-262. , IABSE Publication No. 9, International Association for Bridge and Structural Engineering; Mc Lain, T.E., Thangjitnam, S., Bolted wood joint-yield model (1983) Journal of the Structural Division, 109 (8), pp. 1820-1835. , American Society of Civil Engineers; Soltis, L.A., Hubbard, F.K., Wilkinson, T.L., Bearing strength of bolted timber joints (1986) Journal of Structural Engineering, 112 (9), pp. 2141-2154. , American Society of Civil Engineers;1986; Soltis, L.A., Wilkinson, T.L., Bolted connection design (1990) General Technical Report, FPLGTR- 54, USDA Forest Service, , Forest Product Laboratory; (2001) Code of Practice for Structural Use of Timber, Part 5: Timber Joints, MS 544: Part 5: 2001, , Anon, Department of Standards Malaysia; (1993) Timber Structures-Test Methods- Determination of Embedding Strength and Foundation Values for Dowel-type Fasteners, BS en 383: 1993, , Anon,British Standard Institution, United Kingdom, England; (1997) Timber-Methods of Test, , Anon, Method 1: Moisture Content,AS/NZS 1080.1: 1997, Joint Standard Australia/Standards New Zealand Committee TM/3; (1998) Determination of Basic Working Loads for Metal Fasteners Connectors- Basic Working Loads and Characteristics Strength, AS 1649-1998, , Anon, Standard Association of Australia, Sydney; Hilson, B.O., Whale, L.R.J., Pope, D.J., Smith, I., Characteristic Properties of Nailed and Bolted Joints under Short-term Lateral Load. Part 3: Analysis and interpretation of embedment test data in terms density and related trends (1987) Journal of the Institute of Wood Science, 11 (2), pp. 65-71. , The Institute of Wood Science Limited; Rammer, D.R., Parallel-to-grain dowel-bearing strength of two Guatemalan Hardwoods (1999) Forest Product Journal, 46 (6), pp. 77-87; Sawata, K., Yasumura, M., Determination of embedding strength of wood for dowel typefasteners (2002) Journal of Wood Science, 48, pp. 138-146. , The Japan Wood Research Society; (2004) Eurocode 5: Design of Timber Structures, Part1-1:General Rules and Rules for Building, en 1995-1-1:2004(E), p. 74. , Anon, European Committee for Standardization; Smith, I., Foliente, G.C., (2004) Development of Limit States Design Method for Timber Joints with Dowel Type Fasteners. Part 1-Literature Review, , Project No. PNO2. 1908 (Part 1) FWPRDC, Victoria, Australia; Sawata, K., Yasumura, M., Estimation of yield and ultimate strengths of bolted timber joints by nonlinear analysis and yield theory (2003) Journal of Wood Science, 49, pp. 383-391. , The Japan Wood Research Society

Notes: Conference code: 93278 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Jumaat, M. Z.; Department of Civil Engineering UniversityMalaysia; email: zamin@um.edu.my References: Abedi, J., Mollahi, A., An Investigation in Mechanical Property of Lightweight-Concrete with Rice Stalk (2005) 2nd International Conferences on Concrete & Development, p. 112. , Tehran, Iran, April30-May2; Famili, H., (1997) A Project About Lightweight Concrete, , Published by University of Elmosanat, Iran, Tehran, August; Merikallio, T., Mannonen, R., Drying of Lightweight Concrete Produced From Crushed Expended Clay Aggregates (1996) Com Concer Res, 26 (9), pp. 1423-1433. , Sep; Ramazanniapour, A., Nilfroshan, A., An Investigation in Mechanical Property of Lightweight Concrete with Lica Compare with Scoria (2007) 3rd National Conferences on Civil Engineering, p. 51. , Tabriz, Iran, May1-3; Sanahi, G., (1998) Application of Perlit in Construction Process, , University of Tabriz, Iran; Shideler, J., Lightweight Aggregate Concrete for Structural Use (1975) ACI Journal, 54 (4), pp. 299-328. , Oct; Shorabi, M., Rigi, A., Application of Lightweight Concrete Properties with Lightweight Grain of Taftan in Construction Methoh (2005) 2nd International Conferences on Concrete & Development, p. 109. , Tehran, Iran, April30-May2; Short, M., Kinniburgh, W., (1978) Lightweight Concrete, p. 464. , Galliard; Sari, D., Pasamehmetoglu, A., The Effect of Grading and Admixture on the Pumice Lightweight Aggregate Concrete (2004) 2nd Department of Civil Engineering, , Atilim University, Ankara, Turkey, May21; Razavi, S.V., An Investigation in Mechanical Property and Workability of Lightweight Mortar with Various Percentages of Scoria Instead of Sand (2007) European Asian Civil Engineering, , Pelta Harapan University, Indonesia

Notes: Conference code: 94049 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Jumaat, M.Z.; Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia References: Smith, I., Hilson, B.O., Whale, L.R.J., Pope, D.J., Characteristic properties of nailed and bolted joints under short-term lateral load. Part 3: Analysis and interpretation of embedment test data in terms density and related trends (1987) Journal of Institute of Wood Science, 11 (2), pp. 65-71; Wilkinson, T.L., Dowel bearing strength (1991) Research Paper FPL-RP-505. USDA Forest Service, 9p. , Forest Product Laboratory, Madison, WI; Rammer, D.R., Parallel-to-grain dowel-bearing strength of two Guatemalan hardwoods (1999) Forest Product Journal, 49 (6), pp. 77-87; Davis, T.J., Claisse, P.A., Bolted joints in glulam and structural timber composites (2000) Journal of Construction and Building Materials, 14, pp. 407-417; Rammer, D.R., Winistorfer, S.G., Effect of moisture content on dowel-bearing strength (2001) Journal of Wood and Fiber Science, 33 (1), pp. 126-139; Sawata, K., Yasumura, M., Determination of embedding strength of wood for dowel-type fasteners (2002) Journal of Wood Science, 48, pp. 138-146; Sawata, K., Yasumura, M., Estimation of yield and ultimate strengths of bolted timber joints by nonlinear analysis and yield theory (2003) Journal of Wood Science, 49, pp. 383-391; (1993) Timber Structures-Test Methods-Determination of Embedding Strength and Foundation Values for Dowel-type Fasteners, , Anon BS EN 383 United Kingdom, England

Notes: Conference code: 94049 Export Date: 6 January 2013 Source: Scopus Language of Original Document: English Correspondence Address: Jumaat, M.Z.; Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia References: Mat Lazim, Z., An investigation on the behaviour of timber-concrete composite T beams (1986) Jurnal Teknologi, 6, pp. 19-27. , Universiti Teknologi Malaysia, Skudai; Mohd Zulkifli, G., Finite element analysis of timber concrete composite T-beam (1989) Proceedings of the Second Pacific Timber Engineering Conference, , University Auckland. New Zealand; Jumaat, M.Z., Tan, Y.E., Design of glued laminated timber in accordance with the MS544: Part 3 (2001) Paper Presented in Conjunction with CIDB Road Show on Timber Standards for the Construction Industry at CIDB, , Kuching, Sarawak, Malaysia; Yeoh, E.C., David, A.S., Tan, Y.E., Effect of metal plate connected joints on strength properties of rubberwood laminated veneer lumber (2004) The Proceedings of the 8th World Conference on Timber Engineering, , Finland, June 2004; (1978) Code of Practice for the Structural use of Timbers, , Anon MS 544:1978; (2001) Code of Practice for the Structural use of Timber, Part 1: General, , Anon MS 544, 2001

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Notes: Conference code: 84301 Cited By (since 1996): 1 Export Date: 6 January 2013 Source: Scopus CODEN: KEMAE doi: 10.4028/www.scientific.net/KEM.471-472.590 Language of Original Document: English Correspondence Address: Narmashiri, K.; Civil Engineering Department, Faculty of Engineering, Islamic Azad University, Zahedan, Iran; email: narmashiri@siswa.um.edu.my References: Hollaway, L.C., Zhang, L., Photiou, N.K., Teng, J.G., Zhang, S.S., (2006) Adv. Struct. Eng., 9, p. 791; Buyukozturk, O., Gunes, O., Karaca, E., (2004) Const. Build. Mater., 18, p. 9; Chiew, S.P., Lie, S.T., Lee, C.K., Yu, Y., Fourth International Conference on Advances in Steel Structures, Shanghai (2005); Schnerch, D., Stanford, K., Sumner, E., Rizkalla, S., (2005) International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005); Al-Emrani, M., Linghoff, D., Kliger, R., (2005) International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005); Lenwari, A., Thepchatri, T., Albrecht, P., (2005) J. Compos. for Const., 9, p. 296; Schnerch, D., Dawood, M., Rizkalla, S., Sumner, E., Stanford, K., (2006) Adv. Struct. Eng., 9, p. 805; Al-Emrani, M., Kliger, R., (2006) Adv. Struct. Eng., 9, p. 819; Lenwari, A., Thepchatri, T., Albrecht, P., (2006) J. Compos. for Const., 10, p. 69; Haghani, R., Al-Emrani, M., Kliger, R., Asia-Pacific Conference on FRP in Structures (APFIS 2007), HongKong, China (2007); Benachour, A., Benyoucefa, S., Tounsi, A., Bedia, E.A.A., (2008) Engn. Struct., 30, p. 3305; Narmashiri, K., Jumaat, M.Z., (2011) Simul. Model. Pract. Theory, 19, p. 564; Narmashiri, K., Jumaat, M.Z., Ramli Sulong, N.H., (2010) Int. J. Phys. Sci., 5, p. 1360; Narmashiri, K., Jumaat, M.Z., Ramli Sulong, N.H., (2010) Sci. Res. Essays, 5, p. 2155; Narmashiri, K., Jumaat, M.Z., Ramli Sulong, N.H., (2011) Adv. Mater. Res., 163-167, p. 3838; Haghani, R., Al-Emrani, M., Kliger, R., (2009) Const. Build. Mater., 23, p. 1413; Deng, J., Lee, M.M.K., Moy, S.S.J., (2004) Compos. Struct., 65, p. 205; Deng, J., Lee, M.M.K., (2007) Compos. Struct., 78, p. 232; Deng, J., Lee, M.M.K., (2007) Compos. Struct., 78, p. 222; Rizkalla, S., Dawood, M., (2006) Developments in Composites: Advanced, Infrastructural, Natural and Nano-compsoites, , Sydney, Australia