Corrigendum to “Block shear performance of double-line bolted S690 steel angles under uniaxial tension” [Thin-Walled Structures, 2022 (171) 108668] (Thin-Walled Structures (2022) 171, (S0263823121007059), (10.1016/j.tws.2021.108668))

doi:10.1016/j.tws.2024.111785

UM > Faculty of Science and Technology

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	Corrigendum to “Block shear performance of double-line bolted S690 steel angles under uniaxial tension” [Thin-Walled Structures, 2022 (171) 108668] (Thin-Walled Structures (2022) 171, (S0263823121007059), (10.1016/j.tws.2021.108668))
	Ke, Ke 1,2; Zhang, Mingyuan 3; Yam, Michael CH 4,5; Lam, Angus CC6 ; Wang, Junjie 1; Jiang, Binhui 4
	2024-06-01
Media	THIN-WALLED STRUCTURES
DOI	10.1016/j.tws.2024.111785
URL	View the original
Scopus ID	2-s2.0-85188637075
Fulltext Access	View Full-Text via DOI View Full-Text via Web of Science View Full-Text via Scopus
Citation statistics
Document Type	Other
Collection	Faculty of Science and Technology DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding Author	Wang, Junjie
Affiliation	1.School of Civil Engineering, Chongqing University, Chongqing, China 2.Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University), Ministry of Education, Chongqing, China 3.College of Civil Engineering, Hunan University, Changsha, China 4.Department of Building and Real Estate, The Hong Kong Polytechnic University, Hong Kong, Hong Kong 5.Chinese National Engineering Research Centre for Steel Construction (Hong Kong Branch), The Hong Kong Polytechnic University, Hong Kong, Hong Kong 6.Department of Civil & Environmental Engineering, University of Macau, Macau, China
Recommended Citation GB/T 7714	Ke, Ke,Zhang, Mingyuan,Yam, Michael CH,et al. Corrigendum to “Block shear performance of double-line bolted S690 steel angles under uniaxial tension” [Thin-Walled Structures, 2022 (171) 108668] (Thin-Walled Structures (2022) 171, (S0263823121007059), (10.1016/j.tws.2021.108668)). 2024-06-01.

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