Seismic fragility and loss estimation of self-centering steel braced frames under mainshock-aftershock sequences

Author:

Fang Cheng,Ping Boyan,Zheng YueORCID,Ping Yiwei,Ling Hao

Funder

National Natural Science Foundation of China

Shanghai Rising-Star Program

Publisher

Elsevier BV

Subject

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

Reference87 articles.

1. Shaking table tests of a reinforced concrete frame subjected to mainshock-aftershock sequences;Qiao;J. Earthq. Eng.,2020

2. Infrastructure impact and recovery following the 2010–2011 earthquakes in Christchurch, New Zealand;Howes;Proc. Inst. Civ. Eng.- Civ. Eng.,2013

3. Outline of the 2011 off the Pacific coast of Tohoku Earthquake (Mw 9.0) —seismicity: foreshocks, mainshock, aftershocks, and induced activity;Hirose;Earth Planets Space,2011

4. Performance of medium-to-high rise reinforced concrete frame buildings with masonry infill in the 2015 gorkha, Nepal, earthquake;Barbosa;Earthq. Spectra,2017

5. Comparative study on seismic fragility assessment of self-centering energy-absorbing dual rocking core versus buckling restrained braced systems under mainshock–aftershock sequences;Hu;J. Struct. Eng.,2021

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