Seismic fragility analysis of irregular bridges with non-circular tall piers considering ground motion directionality-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Seismic fragility analysis of irregular bridges with non-circular tall piers considering ground motion directionality

Published:2019-12-14 Issue:4 Volume:18 Page:1723-1753
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Shan Deshan^ORCID,Qu Faxian,Deng Xudong

Funder

National Key Research and Development Plan

National Natural Science Foundation of China

Sichuan Science and Technology Program

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/content/pdf/10.1007/s10518-019-00769-z.pdf

Reference43 articles.

1. Abdel-Mohti A, Pekcan G (2013) Effect of skew angle on seismic vulnerability of RC box-girder highway bridges. Int J Struct Stab Dyn 13(6):1350013

2. Alam MS, Bhuiyan MAR, Billah AHMM (2012) 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. Bull Earthq Eng 10(6):1885–1909

3. Amirihormozaki E, Pekcan G, Itani A (2015) Analytical fragility functions for horizontally curved steel I-girder highway bridges. Earthq Spectra 31(4):2235–2254

4. Baker JW (2007) Quantitative classification of near-fault ground motions using wavelet analysis. Bull Seismol Soc Am 99(5):1486–1501

5. Bhatnagar UR, Banerjee S (2015) Fragility of skewed bridges under orthogonal seismic ground motions. Struct Infrastruct Eng 11(9):1113–1130

Cited by 18 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements;Soil Dynamics and Earthquake Engineering;2024-02

2. Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges;Bulletin of Earthquake Engineering;2023-10-25

3. Numeric Study on the Critical Angle of Seismic Incidence for High-Speed Railway Bridges with Round-Ended Piers Based on the Fragility Method;Structural Engineering International;2023-06-19

4. Fragility analysis of bridge structures: a global perspective & critical review of past & present trends;Advances in Bridge Engineering;2023-06-01

5. Seismic Response Characteristics and Performance Improvement of Near-Fault Continuous Rigid-Frame Bridges;2023-05-30

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3