Cyclic pushover analysis for seismic response evaluation of a full-scale 10-story steel building tested on the E-Defense shake-table-Reference-Cited by-同舟云学术

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Cyclic pushover analysis for seismic response evaluation of a full-scale 10-story steel building tested on the E-Defense shake-table

Published:2024-11 Issue: Volume:96 Page:110552
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Jin Jialiang^ORCID,Nagae Takuya^ORCID,Asai Tatsuya,Okazaki Taichiro^ORCID,Li Jionghui^ORCID,Lignos Dimitrios G.,Chung Yu-Lin^ORCID,Fujiwara Jun,Kishida Akiko,Kajiwara Koichi

Publisher

Elsevier BV

Reference59 articles.

1. On the selection and scaling of ground motions for fragility analysis of structures;Christovasilis,2014

2. Influence of the number of dynamic analyses on the accuracy of structural response estimates;Gehl;Earthq. Spectra,2015

3. Pros and cons of a pushover analysis of seismic performance evaluation;Krawinkler;Eng. Struct.,1998

4. A nonlinear analysis method for performance based seismic design;Fajfar;Earthq. Spectra,2000

5. The capacity spectrum method as a tool for seismic design;Freeman,1998

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