Seismic Assessment of Medium-Span Concrete Cable-Stayed Bridges Using the Component and System Fragility Functions-Reference-Cited by-同舟云学术

Seismic Assessment of Medium-Span Concrete Cable-Stayed Bridges Using the Component and System Fragility Functions

Published:2016-06 Issue:6 Volume:21 Page:04016027
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wu Wenpeng¹,Li Lifeng²,Shao Xudong³

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan Univ., Changsha, Hunan, People’s Republic of China.

2. Professor, College of Civil Engineering, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan Univ., Changsha, Hunan, People’s Republic of China (corresponding author).

3. Professor, College of Civil Engineering, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan Univ., Changsha, Hunan, People’s Republic of China.

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.1943-5592.0000888

Reference44 articles.

1. Seismic Fragility of Retrofitted Multispan Continuous Steel Bridges in New York

2. Seismic fragility relationships of a cable-stayed bridge equipped with response modification systems;Barnawi W.;J. Bridge Eng.,2014

3. NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s

4. Seismic reliability of a cable-stayed bridge retrofitted with hysteretic devices

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