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HomeKey Engineering MaterialsKey Engineering Materials Vols. 274-276A Practical Method for the Nonlinear Analysis and...

A Practical Method for the Nonlinear Analysis and Optimization of Reinforced Concrete Frame

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Advances in Engineering Plasticity and Its Applications

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Periodical:

Key Engineering Materials (Volumes 274-276)

Pages:

1023-1028

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.274-276.1023

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Online since:

October 2004

Authors:

Chun Ying Wu, Xiu Run Ge

Keywords:

Double-Integrating Method, Finite Element, Non-Linear Optimization, R.C. Frame

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© 2004 Trans Tech Publications Ltd. All Rights Reserved

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[1] Mari A, Scordelis A. Nonlinear geometric, material and time dependent analysis of three dimensional reinforced concrete and prestressed frame. UC SESM Report no. 84/12, EERC, Berkeley, CA, (1984).

[2] Stefan Parche, a fibre model to simulate the cross-sectional behaviour of reinforced concrete columns under multi-directional earthquake loading, Comput & Struct Vol. 77 (2000), pp.403-411.

DOI: 10.1016/s0045-7949(00)00032-8

[3] N.K. Liu, J.Y. Zhou, Y.H. Xiao: R.C. frame non-elastic analysis and experimental research (in Chinese), J Chongqing Jiangong Univ Vol. 3 (1984), pp.18-55.

[4] D. Zhou, Q.L. Kang, B.Q. Tong: Advanced R.C. frame pinciple (in Chinese), Shanghai jiaotong Univ publication, Shanghai, China, 1989, pp.119-228.

[5] A.B. Shuraim: Lateral stiffness of plane reinforced concrete frames, Comput & struct, Vol. 64 (1997), pp.771-783.

DOI: 10.1016/s0045-7949(96)00174-5

[6] M.L. Romero, P.F. Mifuel, J.J. Cano: A parallel procedure for nonlinear analysis of reinforced concrete three-dimensional frames, Comput & struct, Vol. 80 (2002), pp.1337-1350.

DOI: 10.1016/s0045-7949(02)00091-3