Evaluation of performance and storey drift ratio limits of high-rise structural systems with separated gravity and lateral load resisting systems using time history analysis and incremental dynamic analysis

Author:

Peng Wei-Jie,Li Zi-Ang,Tao Mu-Xuan

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference43 articles.

1. GB 50011-2010, Code for Seismic Design of Buildings, China Architecture and Building Press. (In Chinese).

2. Research on seismic performance and fragility analysis for steel concrete composite structural systems;Liu,2009

3. A.L. Zhang, H.P. Lin, Y.X. Zhang, L.N. Zhu, W. Wen, Mechanical performance analysis of a separable gravity-lateral resistant steel frame system, Progress in Steel Building Structures, 22(2020): 37–47, https://doi.org/10.13969/j.cnki.cn31-1893.2020.03.005. (In Chinese).

4. Seismic behaviour of structural systems with separated gravity and lateral resisting systems;Zhao;J Constr Steel Res,2020

5. Seismic performance of composite moment-resisting frames;Elghazouli;Eng Struct,2008

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