Discussion of “Effect of Torsion on Limiting Temperature of Steel Structures in Fire” by M. B. Wong
This article is a reply.
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
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 133 • Issue 7 • July 2007
Pages: 1046 - 1047
Copyright
© 2007 ASCE.
History
Published online: Jul 1, 2007
Published in print: Jul 2007
Permissions
Request permissions for this article.
Notes
Note. Associate Editor:
Authors
Affiliations
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]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.