Effective Slab Width Definition for Negative Moment Regions of Composite Bridges-Reference-Cited by-同舟云学术

Effective Slab Width Definition for Negative Moment Regions of Composite Bridges

Published:2007-05 Issue:3 Volume:12 Page:339-349
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Aref Amjad J.¹²³⁴,Chiewanichakorn Methee¹²³⁴,Chen Stuart S.¹²³⁴,Ahn Il-Sang¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, State Univ. of New York at Buffalo, 235 Ketter Hall, Buffalo, NY 14260 (corresponding author). E-mail: aaref@eng.buffalo.edu

2. Postdoctoral Research Associate, Dept. of Civil Engineering, State Univ. of New York at Buffalo, 212 Ketter Hall, Buffalo, NY 14260. E-mail: mc42@eng.buffalo.edu

3. Associate Professor, Dept. of Civil Engineering, State Univ. of New York at Buffalo, 226 Ketter Hall, Buffalo, NY 14260. E-mail: ciechen@eng.buffalo.edu

4. Postdoctoral Research Associate, Dept. of Civil Engineering, State Univ. of New York at Buffalo, 212 Ketter Hall, Buffalo, NY 14260. E-mail: iahn@eng.buffalo.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282007%2912%3A3%28339%29

Reference10 articles.

1. Effective width evaluation for steel–concrete composite beams

2. Chen S. S. Aref A. J. Ahn I. S. Chiewanichakorn M. Carpenter J. A. Nottis A. F. and Kalpakidis I. (2005). “Effective slab width for composite steel bridge members.” NCHRP Rep. No. 543 National Cooperative Highway Research Program Transportation Research Board Washington D.C.

3. Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder

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