Experimental Research and Analysis of the Shear Lag Effect of a Cantilever Concrete Box Girder under Double-Deck Uniform Loads-Reference-Cited by-同舟云学术

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Experimental Research and Analysis of the Shear Lag Effect of a Cantilever Concrete Box Girder under Double-Deck Uniform Loads

Published:2015-06 Issue:2 Volume:9 Page:35-40
ISSN:2095-6215
Container-title:Journal of Highway and Transportation Research and Development (English Edition)
language:en
Short-container-title:J. Highway Transp. Res. Dev. (English Ed.)

Author:

Zhu Ming-qiao¹,Wei Fu-jia¹,Zhao Zhen-zhong¹,Shi Wei-hua¹

Affiliation:

1. Hunan University of Science and Technology, Xiangtan, Hunan 411201, China

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Medicine

Link

http://ascelibrary.org/doi/pdf/10.1061/JHTRCQ.0000438

Reference12 articles.

1. GUO Jin-qiong FANG Zhen-zheng ZHENG Zhen. Design Theory of Box Girder [M]. 2nd ed. Beijing: China Communications Press 2008. (in Chinese)

2. XIANG Hai-fan. Advanced Theory of Bridge Structures [M]. Beijing: China Communications Press 2001. (in Chinese)

3. An Improved Approach for Analyzing Shear Lag Effect of Box Girders [J];ZHANG;China Civil Engineering Journal,2012

4. Static and Modal Analysis of Thin-walled Box Girder Structures [J];ALGHAMDI S;AIAA Journal,2001

5. ZHAO Zhen-zhong. Experimental Study on Shear Lag Effect of Double Deck Traffic Oriented Cantilever Concrete Box Girder [ D]. Xiangtan: Hunan University of Science and Technology 2013. (in Chinese)

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