Effect of member orientation on static strengths of cold-formed high strength steel tubular X-joints-Reference-Cited by-同舟云学术

Effect of member orientation on static strengths of cold-formed high strength steel tubular X-joints

Published:2022-01 Issue: Volume:170 Page:108501
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Pandey Madhup^ORCID,Young Ben

Funder

Research Grants Council, University Grants Committee

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. Structural performance of cold-formed high strength steel tubular X-Joints under brace axial compression;Pandey;Eng. Struct.,2020

2. Design Guide for Hollow Structural Section Connections;Packer,1997

3. X.L. Zhao, New development in the research and application of steel tubular joints, in: Proceedings of the third International Forum on Advances in Structural Engineering, Shanghai, China, 2009, pp. 159–171.

4. Hot spot stress concentration factors of diamond bird-beak SHS T-joints;Liu;Struct. Eng.,2009

5. An experimental study on joints of new truss system using rectangular hollow sections;Ono,1991

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