Mechanical Performance of Steel-Concrete Composite Beams Subjected to a Hogging Moment-Reference-Cited by-同舟云学术

Mechanical Performance of Steel-Concrete Composite Beams Subjected to a Hogging Moment

Published:2014-01 Issue:1 Volume:140 Page:04013031
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lin Weiwei¹,Yoda Teruhiko²,Taniguchi Nozomu³,Kasano Hideyuki⁴,He Jun⁵

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku-ku, Tokyo 169-8555, Japan.

2. Professor, Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku-ku, Tokyo 169-8555, Japan (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Maebashi Institute of Technology, Maebashi-shi Gunma 371-0816, Japan.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku-ku, Tokyo 169-8555, Japan.

5. Lecturer, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Hunan 410004, China; formerly, Visiting Scholar, Waseda Univ.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000800

Reference20 articles.

1. AASHTO. (2007). “AASHTO LRFD bridge design specifications.” Washington DC.

2. Effective Slab Width Definition for Negative Moment Regions of Composite Bridges

3. Prestressed Composite Girders. I: Experimental Study for Negative Moment

4. Experimental evaluation of the structural response of Perfobond shear connectors

5. Required and available moment redistribution of continuous steel–concrete composite beams

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