Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Uniform Bending Tests-Reference-Cited by-同舟云学术

Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Uniform Bending Tests

Published:2008-09 Issue:9 Volume:134 Page:1450-1470
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

White Donald W.¹²,Jung Se-Kwon¹²

Affiliation:

1. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.

2. Civil Structural Engineer, Bechtel Power Corp., Frederick, MD 21705; formerly, Graduate Research Assistant, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA.

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%282008%29134%3A9%281450%29

Reference79 articles.

1. Abe H. and Mizukoshi N. (1973). “Buckling tests on plate girders under bending.” Annual Meeting of the Japanese Society of Civil Engineers preprint Japan Society of Civil Engineers Tokyo.

2. Adams P. F. Lay M. G. and Galambos T. V. (1964). “Experiments on high strength steel members.” Fritz Engineering Laboratory Rep. No. 297.8 Lehigh Univ. Bethlehem Pa.

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