New design rules of cold-formed high strength steel CHS-to-RHS X-joints
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference43 articles.
1. Plastic mechanism analysis of welded thin-walled T-joints made up of circular braces and square chords under in-plane bending;Mashiri;Thin-Walled Struct.,2004
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3. Experimental and numerical studies on post-fire behaviour of S700 high strength steel circular hollow sections under combined compression and bending;Zhong;Thin-Walled Struct.,2022
4. Post-fire local buckling behaviour of cold-formed S700 high strength steel circular hollow sections under axial compression: Experiments, modelling and design;Zhong;Thin-Walled Structures,2023
5. Experimental and numerical investigation of S700 high strength steel CHS beam–columns after exposure to fire;Zhong;Thin-Walled Struct.,2022
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1. Research on cold-formed high strength steel tubular T- and X-joints;Journal of Constructional Steel Research;2024-08
2. Behaviour of concrete-filled circular steel tubular K-joints in wind turbine towers;Journal of Constructional Steel Research;2024-07
3. Seismic Performance of Rectangular Hollow Section X-Joints Subjected to In-Plane Bending Moment;Buildings;2023-10-02
4. Behaviour and design of cold-formed high strength steel RHS T-joints undergoing compression loads at elevated temperatures;Engineering Structures;2023-10
5. Design of cold-formed high strength steel rectangular hollow section T-joints under post-fire conditions;Journal of Constructional Steel Research;2023-09
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