Capacity gradients and capacity fragility of code-conforming RC frame joints based on pseudo-static tests

Author:

Wang YumeiORCID,Wang Renjie,Wang Tao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference22 articles.

1. GB 50011-2010. 2010. Code for Seismic Design of Buildings [S]. Beijing: China Architecture and Building Press. (in Chinese).

2. FEMA 356. 2000. Pre-standard and Commentary for the Seismic Rehabilitation of Buildings[S], American Society of Civil Engineers, Reston, Virginia.

3. Seismic fragility models and forward-backward probabilistic risk analysis in second-generation performance-based earthquake engineering;Lu;Eng Mech,2019

4. Fast and efficient response surface approach for structural reliability problems [J];Bucher;Struct Saf,1990

5. Experimental investigation of shear mechanism and effect of axial-compression ratio on joints in earthquake-resistant reinforced concrete frames [J];Fu;J Build Struct,2006

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