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

Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Moment Gradient Tests

Published:2008-09 Issue:9 Volume:134 Page:1471-1486
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

White Donald W.¹²,Duk Kim Yoon¹²

Affiliation:

1. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355. E-mail: don.white@ce.gatech.edu

2. Graduate Research Assistant, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.

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%281471%29

Reference76 articles.

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

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