Buckling, Postbuckling, Strength, and DSM Design of Cold-Formed Steel Continuous Lipped Channel Beams-Reference-Cited by-同舟云学术

Buckling, Postbuckling, Strength, and DSM Design of Cold-Formed Steel Continuous Lipped Channel Beams

Published:2013-05 Issue:5 Volume:139 Page:657-668
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Basaglia Cilmar¹,Camotim Dinar²

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil Engineering and Architecture, Instituto de Engenharia de Estruturas, Território e Construção, Instituto Superior Técnico, Technical Univ. of Lisbon, 1049-001 Lisbon, Portugal (corresponding author).

2. Professor, Dept. of Civil Engineering and Architecture, Instituto de Engenharia de Estruturas, Território e Construção, Instituto Superior Técnico, Technical Univ. of Lisbon, 1049-001 Lisbon, Portugal.

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.0000651

Reference17 articles.

1. American Iron and Steel Institute (AISI). (2007). “North American specification for the design of cold-formed steel structural members.” NAS: AISI-S100-07 Washington DC.

2. ANSYS 12 [Computer software]. Canonsburg PA Ansys Inc.

3. GBT-based buckling analysis of thin-walled members with non-standard support conditions

4. GBT formulation to analyse the buckling behaviour of thin-walled members with arbitrarily ‘branched’ open cross-sections

5. Behaviour of multi-span cold-formed Z-purlins with bolted lapped connections

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