Discussion of “Effect of Torsion on Limiting Temperature of Steel Structures in Fire” by M. B. Wong
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VIEW THE ORIGINAL ARTICLEAuthors: Yong-Lin Pi [email protected] and Mark Andrew Bradford, M.ASCE [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 133, Issue 7
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References
Dinno, K. S., and Merchant, W. (1965). “A procedure for calculating the plastic collapse of I-sections under bending and torsion.” The Structural Engineer, 43(7), 219–221.
Pi, Y.-L., and Trahair, N. S. (1994). “Inelastic bending and torsion of steel I-beams.” J. Struct. Eng., 120(12), 3397–3417.
Standards Australia. (1998). AS4100-1998: Steel structures, Sydney, Australia.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability, 2nd Ed., McGraw-Hill, New York.
Vlasov, V. Z. (1961). Thin-walled beams, 2nd Ed., Israel Program for Scientific Translation, Jerusalem, Israel.
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© 2007 ASCE.
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Published online: Jul 1, 2007
Published in print: Jul 2007
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Note. Associate Editor:
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P.E.
Associate Professor, School of Civil and Environmental Engineering, The Univ. of New South Wales, NSW 2052, Australia. E-mail: [email protected]
P.E.
Professor, School of Civil and Environmental Engineering, The Univ. of New South Wales, NSW 2052, Australia. E-mail: [email protected]
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