Seismic Vulnerability Assessment of Long-Span Cable-Stayed Bridges

Gang Jin Li; Wen Hua Zhang

doi:10.4028/www.scientific.net/AMR.255-260.2612

Paper Titles

Seismic Design of Reasonable Spacing between Anti-Slide Pole Board Wall of High and Steep Slope in High-Intensity Earthquake Region
p.2588

A Study on Temperature Distribution of Surrounding Rock and Mechanical Characteristics of Lining of Monglian Tunnel under High Geothermal
p.2594

PDEM-Based Seismic Response Analysis of Structures
p.2601

Probability Density Evolution Method for Seismic Reliability Evaluation of Structural Systems
p.2606

Seismic Vulnerability Assessment of Long-Span Cable-Stayed Bridges
p.2612

Anti-Seismic Analysis for Hydropower Underground House
p.2618

Seismic Resistance of Unreinforced Brick Masonry Buildings: An Experimental Study
p.2622

Earthquake Disaster Mitigation through Retrofitting of Unreinforced Concrete Block Masonry Buildings
p.2627

Analysis of Seismic Appraisal Evaluation of Existing RC Frame Structure Used for Primary and Secondary Schools in Kunming
p.2632

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Seismic Vulnerability Assessment of Long-Span...

Seismic Vulnerability Assessment of Long-Span Cable-Stayed Bridges

Abstract:

As important junction in lifeline transportation system, bridges are the most seismic vulnerable components. Based on the capacity/demand (C/D) analysis of bridge components, a practical method is established for seismic fragility assessment of long-span cable-stayed bridges. Depending on this approach, the seismic vulnerability assessment of the Wangdong Bridge, a cable-stayed bridge with a main span of 638m in Anhui Province, is conducted, and the feasibility of the approach is verified.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

2612-2617

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.2612

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Online since:

May 2011

Authors:

Gang Jin Li, Wen Hua Zhang

Keywords:

Long-Span Cable-Stayed Bridge, Seismic Vulnerability

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