Forensic Investigation on Cracking in Hanger-to-Girder Connections of Long-Span Suspension Bridges-Reference-Cited by-同舟云学术

Forensic Investigation on Cracking in Hanger-to-Girder Connections of Long-Span Suspension Bridges

Published:2017-08 Issue:3 Volume:27 Page:344-352
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Liu Zhongxiang¹,Guo Tong¹,Pan Shengjun¹,Liu Jie¹

Affiliation:

1. Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, P. R. China Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686617X14881937384963

Reference13 articles.

1. Kawada T.History of the Modern Suspension Bridge. Solving the Dilemma between Economy and Stiffness,ASCE Press: Virginia, 2010.

2. Gimsing NJ, & Georgakis CT.Cable supported bridges: concept and design, 3rd edn. Wiley Press: West Sussex, 2012.

3. de Sá C da CN.Analysis of self-anchored and ground-anchored suspension bridges. PhD Thesis. University of Porto Do, Portuguesa, 2014.

4. Ohashi H, Miki C, Higuchi K, ONO S. Local stress and fatigue behavior of reinforcement structure underneath a pinned anchor of hanger for a box-type suspension bridge.Proceedings of Japan Society of Civil Engineers,Dotoku gakkai, 1999, 215–228.

5. European Committee for Standardization. EN 148-2:2008.Metallic materials—Charpy pendulum impact test. European Standard. European Committee for Standardization, Brussels, 2008.

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