Development of fragility surfaces for pile-supported structures under mainshock-aftershock sequences

Author:

Qiu Mengyao,Tian Shuang,Tang Liang,Cong Shengyi,Ling Xianzhang,Cui Jie

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Ministry of Housing and Urban-Rural Development

Publisher

Elsevier BV

Reference98 articles.

1. Seismic design method of structures considering effects of aftershocks;Wu;J. Harbin Archit. Civ. & Eng. Inst.,1994

2. Damage spectra for the mainshock-aftershock sequence-type ground motions;Zhai;Soil Dynam. Earthq. Eng.,2013

3. Seismic fragility and loss estimation of self-centering steel braced frames under mainshock-aftershock sequences;Fang;J. Build. Eng.,2023

4. Relocation of the M8. 0 Wenchuan earthquake and its aftershock sequence;Huang;Sci. China Earth Sci.,2008

5. Ground motion characteristics and shaking damage of the 11th March 2011 Mw 9.0 Great East Japan earthquake;Goda;Bull. Earthq. Eng.,2013

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