Simplified approach to estimating the elastic lateral–torsional buckling capacity of steel beams with top-flange loading-Reference-Cited by-同舟云学术

Simplified approach to estimating the elastic lateral–torsional buckling capacity of steel beams with top-flange loading

Published:2015-02 Issue:2 Volume:42 Page:130-138
ISSN:0315-1468
Container-title:Canadian Journal of Civil Engineering
language:en
Short-container-title:Can. J. Civ. Eng.

Author:

Wong Edgar¹,Driver Robert G.¹,Heal Tyler W.¹

Affiliation:

1. Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB T6G 2W2, Canada.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/cjce-2014-0265

Reference25 articles.

1. AISC. 2010a. Specification for structural steel buildings. ANSI/AISC standard 360-10. American Institution of Steel Construction, Chicago, IL.

2. AISC. 2010b. Commentary on the specification for structural steel buildings. American Institution of Steel Construction, Chicago, IL.

3. CEN. 1992. Eurocode (EC) 3: Design of steel structures part 1.1: general rules and rules for buildings, Prestandard ENV 1993-1-1:1992. European Committee for Standardization (CEN), Brussels, Belgium.

4. CEN. 2005. Eurocode (EC) 3: Design of steel structures part 1.1: general rules and rules for buildings, EN 1993-1-1:2005. European Committee for Standardization (CEN), Brussels, Belgium.

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