Strength Design of Steel I-Section Beams Curved in Plan
Author:
Affiliation:
1. Member, ASCE
2. Sr. Res. Fellow, School of Civ. and Envir. Engrg., Univ. of New South Wales, Syndey, NSW, 2052, Australia.
3. Prof., School of Civ. and Envir. Engrg., Univ. of New South Wales, Sydney, NSW, 2052, Australia.
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%282001%29127%3A6%28639%29
Reference30 articles.
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2. American Institute of Steel Construction (AISC). ( 1993). Load and resistance factor design specification for structural steel buildings Chicago.
3. Elastic Buckling of Tapered Monosymmetric I‐Beams
4. Bradford M. A. and Trahair N. S. ( 1985). “Inelastic buckling of beam-columns with unequal end moments.” J. Constr. Steel Res. 5(2) 195–212.
5. Bradford M. A. Uy B. and Pi Y.-L. ( 2001). “Behaviour of unpropped composite girders curved in plan under construction.” Engrg. Struct. in press.
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