Comparative assessment of seismic collapse risk for non-ductile and ductile bridges: a case study in China-Reference-Cited by-同舟云学术

Comparative assessment of seismic collapse risk for non-ductile and ductile bridges: a case study in China

Published:2020-09-08 Issue:15 Volume:19 Page:6641-6667
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Huang Caigui,Chen Libo^ORCID,He Leqia,Zhuo Weidong

Funder

Young Scientists Fund

Postdoctoral Research Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s10518-020-00946-5.pdf

Reference65 articles.

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2. Arakawa T, He M-X, Arai Y, Mizoguchi M (1988) Shear resisting behavior of reinforced concrete columns with spiral hoops. Trans Jpn Concr Inst 10:155–162

3. ASCE (2014) Seismic evaluation and retrofit of existing buildings. ASCE reston, VA

4. Aviram A, Mackie KR, Stojadinović B (2008) Guidelines for nonlinear analysis of bridge structures in California. Pacific earthquake engineering research center, Berkeley

5. Baker JW (2015) Efficient analytical fragility function fitting using dynamic structural analysis. Earthq Spectra 31:579–599

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