Lateral Buckling Strength of Simply Supported LiteSteel Beams Subject to Moment Gradient Effects-Reference-Cited by-同舟云学术

Lateral Buckling Strength of Simply Supported LiteSteel Beams Subject to Moment Gradient Effects

Published:2009-09 Issue:9 Volume:135 Page:1058-1067
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kurniawan Cyrilus Winatama¹²,Mahendran Mahen¹²

Affiliation:

1. ME Research Scholar, School of Urban Development, Queensland Univ. of Technology, Brisbane, Australia.

2. Professor, School of Urban Development, Queensland Univ. of Technology, Brisbane, Australia (corresponding author).

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%29ST.1943-541X.0000044

Reference21 articles.

1. ABAQUS user’s manual . (2005). Hibbitt Karlsson and Sorensen (HKS) Pawtucket R.I.

2. American Institute of Steel Construction (AISC). (2005). “Specification for structural buildings.” ANSI/AISC 360-05 Chicago.

3. American Iron and Steel Institute (AISI). (2004). “Specification for the design of cold-formed steel structural members.” American Iron and Steel Institute Washington D.C.

4. British Standards Institution (BSI). (1998). “Structural use of steelwork in buildings. Part 5: Code of practice for design of cold-formed thin gauge sections.” BS5950-5 England.

5. British Standards Institution (BSI). (2000). “Structural use of steelwork in buildings. Part 1: Code of practice for design—Rolled and welded sections.” BS5950–1 England.

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