Discussion of “Proposals for limit states torsional strength design of wide-flange steel members” Appears in the Canadian Journal of Civil Engineering, 35(2): 200-209.-Reference-Cited by-同舟云学术

Discussion of “Proposals for limit states torsional strength design of wide-flange steel members” Appears in the Canadian Journal of Civil Engineering, 35(2): 200-209.

Published:2008-10 Issue:10 Volume:35 Page:1183-1186
ISSN:0315-1468
Container-title:Canadian Journal of Civil Engineering
language:en
Short-container-title:Can. J. Civ. Eng.

Author:

Bedair Osama¹

Affiliation:

1. Worley Parsons Canada, 10201 Southport Road SW, Calgary, AB T2W 4X9, Canada.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/L08-080

Reference3 articles.

1. AISC. 2001. Manual of steel construction. Load and resistance factor design. 3rd ed. American Institute of Steel Construction, Chicago, Ill.

2. AISC. 2003. Design guide No. 9: Torsional analysis of structural members. 2nd ed. Edited by P.A. Seaburg and C.J. Carter. American Institute of Steel Construction, Chicago, Ill.

3. AISC. 2005. Steel construction manual. 13th ed. American Institute of Steel Construction, Chicago, Ill.

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3. Erratum: Discussion of “Proposals for limit states torsional strength design of wide-flange steel members”;Canadian Journal of Civil Engineering;2008-11