Distortion and Warping at Beam Supports
Author:
Affiliation:
1. Member, ASCE
2. Sr. Res. Fellow, School of Civ. and Envir. Engrg., UNSW, NSW 2052, Australia. E-mail: linp@civeng.unsw.edu.au
3. Emeritus Prof., Dept. of Civ. Engrg., Univ. of Sydney, NSW 2006, Australia. E-mail: n.trahair@civil.usyd.edu.au
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%282000%29126%3A11%281279%29
Reference26 articles.
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2. AS4100 steel structures . (1998). Standards Australia Sydney Australia.
3. Bradford M. A. ( 1988). “Buckling of elastically restrained beams with web distortions.” Thin-Walled Struct. Oxford U.K. 6(3) 287–304.
4. Bradford M. A. ( 1992). “Lateral-distortional buckling of steel I-section members.” J. Construct. Steel Res. Oxford U.K. 23(1) 97–116.
5. “Distortional buckling of I-beams.”;Bradford M. A.;J. Struct. Engrg. Div.,1981
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