Parametric study on collapse margin ratio of structure

Author:

Ou Xiao-ying,He Zheng,Ou Jin-ping

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Reference30 articles.

1. GB 50011-2010. Code for Seismic Design of Buildings [S]. 2010. (in Chinese)

2. OU Jin-ping, LI Hui, WU Bin, GUO An-xin. Earthquake engineering disaster and fortification (II): Analysis and comparison of seismic design code [R]// Wenchuan earthquake: Report of Building Seismic Damage Survey and Post-earthquake Reconstruction Analysis. Beijing: China Architecture and Building Press, 2008. (in Chinese)

3. VAMVATSIKOS D, CORNELL C A. Incremental dynamic analysis [J]. Earthquake Engineering and Structural Dynamics, 2002, 31(3): 491–514.

4. IBARRA L F, KRAWINKLER H. Global collapse of frame structures under seismic excitations [R]. Berkeley: Report No. PEER 2005/06, Pacific Earthquake Engineering Research Center, 2005.

5. HASELTON C B, BAKER J W, LIEL A B, DEIERLEIN G G. Accounting for ground motion spectral shape characteristics in structural collapse assessment through an adjustment for epsilon [J]. Journal of Structural Engineering, 2011, 137(3): 332–344.

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