Seismic fragility assessment of a multi-span cable-stayed bridge with tall piers-Reference-Cited by-同舟云学术

Seismic fragility assessment of a multi-span cable-stayed bridge with tall piers

Published:2017-02-21 Issue:9 Volume:15 Page:3727-3745
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Li Lifeng^ORCID,Hu Sicong,Wang Lianhua

Funder

Natural Science 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

http://link.springer.com/article/10.1007/s10518-017-0106-x/fulltext.html

Reference27 articles.

1. Abdel-Ghaffar AM, Nazmy AS (1991) 3-D nonlinear seismic behavior of cable-stayed bridges. J Struct Eng 117:3456–3476. doi: 10.1061/(ASCE)0733-9445(1991)117:11(3456)

2. Allam SM, Datta TK (2000) Analysis of cable-stayed bridges under multi-component random ground motion by response spectrum method. Eng Struct 22:1367–1377. doi: 10.1016/S0141-0296(99)00076-0

3. Baker JW, Cornell CA (2006) Vector-valued ground motion intensity measures for probabilistic seismic demand analysis. PEER Report 2006/08. University of California, Berkeley, CA

4. Barnawi WT, Dyke SJ (2014) Seismic fragility relationships of a cable-stayed bridge equipped with response modification systems. J Bridge Eng 19:A4013003. doi: 10.1061/(ASCE)BE.1943-5592.0000468

5. Calvi GM, Sullivan TJ, Villani A (2010) Conceptual seismic design of cable-stayed bridges. J Earthq Eng 14:1139–1171. doi: 10.1080/13632469.2010.505275

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