Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder-Reference-Cited by-同舟云学术

Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder

Published:2004-12 Issue:12 Volume:130 Page:2016-2031
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chiewanichakorn Methee¹,Aref Amjad J.²,Chen Stuart S.³,Ahn Il-Sang⁴

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, SUNY at Buffalo, Buffalo, NY 14260. E-mail: mc42@eng.buffalo.edu

2. Associate Professor, Dept. of Civil Engineering, SUNY at Buffalo, Buffalo, NY 14260. E-mail: aaref@eng.buffalo.edu

3. Associate Professor, Dept. of Civil Engineering, SUNY at Buffalo, Buffalo, NY 14260. E-mail: ciechen@eng.buffalo.edu

4. Research Assistant, Dept. of Civil Engineering, SUNY at Buffalo, Buffalo, NY 14260. E-mail: iahn@eng.buffalo.edu

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%290733-9445%282004%29130%3A12%282016%29

Reference19 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998). AASHTO LRFD bridge design specifications 2nd Ed. Washington D.C.

2. Effective width evaluation for steel–concrete composite beams

3. ANATACH Corp. (1997). ANACAP-U Concrete Analysis Program User’s Manual Version 2.5 San Diego.

4. Elastic-plastic analysis of composite beams with incomplete interaction by finite element method

5. Finite strip evaluation of effective flange width of bridge girders;Cheung M. S.;Basin Res.,1978

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