Federal Emergency Management Agency (FEMA). NEHRP guidelines for the seismic rehabilitation of building [S]. Report No.FEMA-273, Washington, D.C. 1997.
[2]
Zeris C A , Mahin S A. Analysis of reinforced concrete beam-columns under uniaxial excitation [J]. Journal of Structural Engineering, ASCE, 1988, 114(4): 804―820.
[3]
Spacone E, Filippou F C, Taucer F F. Fibre beamcolumn model for nonlinear analysis of R/C frames I: Formulation [J]. Earthquake Engineering and Structure Dynamic, 1996, 25(7): 711―725.
[4]
Neuenhofer A, Filippou F C. Evaluation of nonlinear frame finite-element models [J]. Journal of Structural Engineering, 1997, 123(7): 958―966.
[5]
Coleman J, Spacone E. Localization issues in force-based frame elements [J]. Journal of Structural Engineering, 2001, 127(11): 1257―1265.
[6]
Scott M H, Fenves G L. Plastic hinge integration methods for force-based beam-column elements [J]. Journal of Structural Engineering, 2006, 132(2): 244―252.
[7]
Correia1 A A, Almeida J P, Pinho R. Force-based versus displacement-based formulations in the cyclic nonlinear analysis of rc frames [C]// Proceedings of the 14th World Conference on Earthquake Engineering. Beijing, China. 2008. (参考文献[8]―[16]转第198页)
