Seismic Fragility Analysis of Cable-Stayed Bridges Considering Different Sources of Uncertainties-Reference-Cited by-同舟云学术

Seismic Fragility Analysis of Cable-Stayed Bridges Considering Different Sources of Uncertainties

Published:2014-04 Issue:4 Volume:19 Page:04013015
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Pang Yutao¹,Wu Xun²,Shen Guoyu³,Yuan Wancheng⁴

Affiliation:

1. Ph.D. Student, State Key Laboratory of Disaster Reduction on in Civil Engineering, Tongji Univ., Shanghai, P.R. China 200092.

2. Professor, Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai, P.R. China 200092.

3. Graduate Student, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai, P.R. China 200092.

4. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai, P.R. China 200092 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000565

Reference39 articles.

1. Probabilistic Push-Over Analysis of Structural and Soil-Structure Systems

2. Basoz N. and Kiremidjian A. (1999). “Development of empirical fragility curves for bridges.” Proc. 5th U.S. Conf. on Lifeline Earthquake Engineering ASCE New York.

3. Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge. Part I: modal analysis

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