In-plane flexural behavior of eccentric rectangular hollow section (ERHS) X-joints: Experimental, numerical and analytical study
Author:
Funder
Science and Technology Program of Zhejiang Province
Publisher
Elsevier BV
Reference28 articles.
1. Deformation limit and ultimate strength of welded T-joints in cold-formed RHS sections;Zhao;Journal of Constructional Steel Research,2000
2. Design of joints to box sections;Jubb,1966
3. T-joints in rectangular hollow sections subject to combined actions;Zhao;J. Struct. Eng.,1991
4. Moment-rotation behavior of welded tubular high strength steel T joint;Havula;Eng. Struct.,2018
5. Structural performance of cold-formed high strength steel tubular X-joints under brace axial compression;Pandey;Eng. Struct.,2020
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