Effects of horizontal ground motion incident angle on the seismic risk assessment of a high-speed railway continuous bridge-Reference-Cited by-同舟云学术

Effects of horizontal ground motion incident angle on the seismic risk assessment of a high-speed railway continuous bridge

Published:2021-01-19 Issue:1 Volume:21 Page:
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archiv.Civ.Mech.Eng

Author:

Wei Biao,Hu Zhangliang,Zuo Chengjun,Wang Weihao,Jiang Lizhong

Funder

National Natural Science Foundation of China

Fundamental Research Funds for Central Universities of the Central South University

Research Program on Key Technology for the Seismic Design of Railway Bridge in Nine Degree Seismic Intensity Zone

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s43452-020-00169-0.pdf

Reference50 articles.

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3. Taskari O, Sextos A. Multi-angle, multi-damage fragility curves for seismic assessment of bridges. Earthq Eng Struct Dyn. 2015;44(13):2281–301.

4. Moschonas IF, Kappos AJ. Assessment of concrete bridges subjected to ground motion with an arbitrary angle of incidence: static and dynamic approach. Bull Earthq Eng. 2013;11(2):581–605.

5. Banerjee Basu S, Shinozuka M. Effect of ground motion directionality on fragilitycharacteristics of a highway bridge. Adv in Civil Eng. 2011. https://doi.org/10.1155/2011/536171.

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