Seismic Pounding and Protection Measures of Simply-Supported Beams Considering Interaction between Continuously Welded Rail and Bridge-Reference-Cited by-同舟云学术

Seismic Pounding and Protection Measures of Simply-Supported Beams Considering Interaction between Continuously Welded Rail and Bridge

Published:2013-02 Issue:1 Volume:23 Page:61-67
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Yan Bin¹,Dai Gonglian¹

Affiliation:

1. College of Civil Engineering, Central South University, Changsha, China Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686613X13439149157191

Reference6 articles.

1. Tanimura Y, Sato T, Watanabe T. Experimental validated damage criteria for concrete columns under seismic loading.Struct High-Speed Rail Transpor. IABSE Symp, Antwerp, 2003.

2. Davis SG. Controlling track-structure interaction in seismic conditions.Track-Bridge Interact ion on High-Speed Railways, London, 2007.

3. Union Interationale des Chemins de fer. UIC Code 774-3R,Track/bridge interaction. Recommendations for calculations. Paris; 2001.

4. Code for railway CWR design (draft). Beijing, China; 2008.

5. Qing T.High-Speed Railway Bridge Seismic Dynamic Response Research Based On Track- Bridge Interaction. Master Thesis, Central South University, China; 2012.

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