Effect of lateral deformations of a simply-supported beam bridge on high-speed railway traffic safety under earthquake action-Reference-Cited by-同舟云学术

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Effect of lateral deformations of a simply-supported beam bridge on high-speed railway traffic safety under earthquake action

Published:2024-04-26 Issue: Volume: Page:
ISSN:0921-030X
Container-title:Natural Hazards
language:en
Short-container-title:Nat Hazards

Author:

Huang Wei,Sun Yuehan,Li Binghui,Zhang Qiang,Shao Junhu,Zhan Yulin^ORCID

Funder

The National Natural Science Foundation of China

Supported by Sichuan Science and Technology Program

Science and Technology program of returned personnel studying abroad in Sichuan

Sichuan Transportation Science and Technology Program

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s11069-024-06626-w.pdf

Reference19 articles.

1. Borjigin S, Kim CW, Chang KC, Sugiura K (2018) Nonlinear dynamic response analysis of vehicle-bridge interactive system under strong earthquakes. Eng Struct 176:500–521

2. Chania (1995) Japan's Earthquake in Kobe of January 17,1995 (The HyoGo-Ken Nanbu Earthquake). The seventh International Conference on Geodynamics and Earthquake Engineering a Reconnaissance Report

3. Clough RW, Peng Jin J (2007) Structural Dynamics, Beijing: Higher Education Press

4. Dessalegn M, Wondimu T (2022) Performance of Steel fiber-reinforced concrete pier under impact load. Adv Civ Eng. https://doi.org/10.1155/2022/1868617

5. Guo JH, Lu MQ (2014) Seismic analysis of 5-span high-speed railway continuous girder bridge. Adv Civ Ind Eng 4:1618–1623

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