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SIIT Commemorative Publication (10 Years of International ...

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<strong>10</strong> <strong>Years</strong> <strong>of</strong> <strong>International</strong> Cooperation: FTI, Nippon Keidanren and TU<strong>SIIT</strong> <strong>Commemorative</strong> <strong>Publication</strong>, 20027. References1. 2002 JSCE Design Code, Japan Society <strong>of</strong> CivilEngineers.2. Bathe, K.J. 1982. “Finite element procedures inengineering analysis”, Prentice-Hall, Inc.,Englewood Cliffs, NJ.3. Meyer, C. and Okamura, H. 1982. “Finite elementanalysis <strong>of</strong> reinforced concrete structures”,Proceedings <strong>of</strong> the joint US-Japan seminar,Tokyo, American Society <strong>of</strong> Civil Engineers.4. Okamura, H. and Maekawa, K. 1991. “Nonlinearanalysis and constitutive models <strong>of</strong> reinforcedconcrete”, Gihodo-Shuppan Co. Tokyo.5. Pimanmas, A. and Maekawa, K. 2001. “Behaviorand finite element analysis <strong>of</strong> pre-crackedreinforced concrete in shear”, Magazine <strong>of</strong>Concrete Research, Vol. 53, No. 4, pp. 263-282.6. Pimanmas, A. and Maekawa, K. 2001. “Influence<strong>of</strong> pre-cracking on reinforced concrete behavior inshear”, Concrete Library <strong>of</strong> JSCE, No. 38, pp.207-223.6

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