Compressive chord sidewall failure of equal-width RHS X joints with brace inclination
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Published:2024-12
Issue:
Volume:205
Page:112425
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ISSN:0263-8231
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Container-title:Thin-Walled Structures
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language:en
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Short-container-title:Thin-Walled Structures
Author:
Park SihyeongORCID,
Kim Seon-HuORCID,
Lee Cheol-HoORCID
Reference36 articles.
1. Eurocode 3: Desi,2005
2. RHS-to-RHS Axially Loaded X-Connections Offset Towards an Open Chord End;Fan,2017
3. Experimental and analytical study of high-strength steel RHS X-joints under axial compression;Kim;J. Struct. Eng.,2019
4. Rectangular hollow section webs under transverse compression;Kuhn;Can. J. Civil Eng.,2019
5. C.-H. Lee, S.-H. Kim, J.-H. Kim, Behavior of RHS X-joints having high brace to chord width ratio under axial compression, in: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications, SEMC, CRC Press, 2019: pp. 1148–1153.