Quantifying near-fault impulsive effect on inelastic displacement ratios of self-centering SDOF systems using spectral-equivalent ground motions-Reference-Cited by-同舟云学术

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Quantifying near-fault impulsive effect on inelastic displacement ratios of self-centering SDOF systems using spectral-equivalent ground motions

Published:2024-02 Issue: Volume:60 Page:105915
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Xie Wuhua,Ke Ke,Zhou Xuhong,Yam Michael C.H.,Chen Xiaohu,Qiao Yunqiang

Funder

National Natural Science Foundation of China

Natural Science Foundation of Chongqing Municipality

Natural Science Foundation Project of Chongqing

Canadian Society of Transplantation

Publisher

Elsevier BV

Reference76 articles.

1. Residual displacement response spectrum;Kawashima;J Struct Eng,1998

2. Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05;Erochko;J Struct Eng,2011

3. The Mw 6.2 Christchurch earthquake of February 2011: Preliminary report;Kaiser;NZ J Geol Geophys,2012

4. A Framework to Quantitatively Assess and Enhance the Seismic Resilience of Communities;Bruneau;Earthq Spectra,2003

5. Experimental investigation of a high strength steel frame with curved knee braces subjected to extreme earthquakes;Zhou;Thin-Walled Struct,2023

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