Buckling Behavior of Steel Bridge I-Girders Braced by Permanent Metal Deck Forms-Reference-Cited by-同舟云学术

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Buckling Behavior of Steel Bridge I-Girders Braced by Permanent Metal Deck Forms

Published:2012-07 Issue:4 Volume:17 Page:624-633
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Egilmez O. Ozgur¹,Helwig Todd A.²,Herman Reagan³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Izmir Institute of Technology, Izmir 35430, Turkey (corresponding author).

2. Associate Professor, Dept. of Civil Architectural and Environmental Engineering, Univ. of Texas, Austin, TX 78712.

3. Research and Instructional Associate Professor, Dept. of Civil Engineering, Univ. of Houston, Houston, TX 77204-4003.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000276

Reference18 articles.

1. Currah R. M. (1993). “Shear strength and shear stiffness of permanent steel bridge deck forms.” M. S. thesis Univ. of Texas at Austin Austin TX.

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