Experimental investigation on the damage accumulation of reinforced concrete columns under mainshock‐aftershock sequences

Author:

Sun Pengyu12ORCID,Zhai Changhai12ORCID,Wen Weiping12ORCID

Affiliation:

1. Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin China

2. Key Lab of Smart Prevention and Mitigation of Civil Engineering Disaster of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin China

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference38 articles.

1. Strong ground motion characteristics of the Chi‐Chi Taiwan earthquake of September 21, 1999;Tsai Y;Earthq Eng Eng Seismol,2000

2. The effects of repeated earthquake ground motions on the non-linear response of SDOF systems

3. LucoN BazzurroP CornellCA Dynamic versus static computation of the residual capacity of a mainshock‐damaged building to withstand an aftershock.Proceedings of the 13th World Conference on Earthquake Engineering:Vancouver Canada 2004; paper 2405.

4. Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes

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