Fragility analysis of tall pier bridges subjected to near-fault pulse-like ground motions-Reference-Cited by-同舟云学术

Fragility analysis of tall pier bridges subjected to near-fault pulse-like ground motions

Published:2019-11-04 Issue:8 Volume:16 Page:1082-1095
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Chen Xu¹²,Li Jianzhong³,Guan Zhongguo³

Affiliation:

1. Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai, China;

2. Department of Civil Engineering, Shanghai University, Shanghai, China;

3. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2019.1683589

Reference48 articles.

1. Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones

2. Conditional Mean Spectrum: Tool for Ground-Motion Selection

3. Spectral shape, epsilon and record selection

4. Fragility Analysis of Retrofitted Multicolumn Bridge Bent Subjected to Near-Fault and Far-Field Ground Motion

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