Section moment capacity design rules for rivet fastened rectangular hollow flange channel beams-Reference-Cited by-同舟云学术

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Section moment capacity design rules for rivet fastened rectangular hollow flange channel beams

Published:2018-06 Issue: Volume:127 Page:781-797
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Siahaan Ropalin,Keerthan Poologanathan,Mahendran Mahen

Funder

Australian Research Council

Queensland University of Technology

High Performance Computing and Research Support

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Section moment capacity tests of rivet fastened rectangular hollow flange channel beams;Siahaan;J. Constr. Steel Res.,2016

2. Finite element modelling of rivet fastened rectangular hollow flange channel beams subject to local buckling;Siahaan;Eng. Struct.,2016

3. Section moment capacity tests of LiteSteel beams;Anapayan;Thin-Walled Struct.,2011

4. Local buckling tests on cold-formed steel beams;Schafer;J. Struct. Eng.,2003

5. Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method;Yu;J. Constr. Steel Res.,2007

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