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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)) Other
2024-06-01
Authors:  Ke, Ke;  Zhang, Mingyuan;  Yam, Michael CH;  Lam, Angus CC;  Wang, Junjie; et al.
Favorite | TC[WOS]:0 TC[Scopus]:0 | Submit date：2024/05/16
Potentially toxic elements in weathered waste-rocks of Fushun western opencast mine: distribution, source identification, and contamination assessment Journal article
Li, Liang, Zhang, Bo, Jiang, Binhui, Zhao, Yan, Qian, Guangsheng, Hu, Xiaomin. Potentially toxic elements in weathered waste-rocks of Fushun western opencast mine: distribution, source identification, and contamination assessment[J]. Environmental Geochemistry and Health, 2022, 44(6), 1813–1826.
Authors:  Li, Liang;  Zhang, Bo;  Jiang, Binhui;  Zhao, Yan;  Qian, Guangsheng; et al.
Favorite | TC[WOS]:7 TC[Scopus]:8  IF:3.2/4.0 | Submit date：2022/05/13
Contamination Assessment  Ecological Risk  Fushun Western Opencast Mine  Source Identification  Weathered Waste-rocks  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Jiang,Binhui, Yam,Michael C.H., Ke,Ke, Lam,Angus C.C., Zhao,Qingyang. Block shear failure of S275 and S690 steel angles with single-line bolted connections[J]. Journal of Constructional Steel Research, 2020, 170.
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite | TC[WOS]:27 TC[Scopus]:32  IF:4.0/4.2 | Submit date：2021/03/11
Block Shear  Design Method  Finite-element Model  High-strength Steel  Test  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Yam,Michael CH, Ke,Ke, Binhui Jiang, Lam,Angus CC. Net section resistance of bolted S690 steel angles subjected to tension[J]. THIN-WALLED STRUCTURES, 2020, 106722.
Authors:  Yam,Michael CH;  Ke,Ke;  Binhui Jiang;  Lam,Angus CC
Favorite | TC[WOS]:34 TC[Scopus]:35  IF:5.7/5.6 | Submit date：2022/08/06
Shear Lag  Net Section Resistance  High Strength Steel  Experiment  Finite Element Model  Design Method  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Yam,Michael CH, Ke,Ke, Jiang,Binhui, Lam,Angus CC. Net section resistance of bolted S690 steel angles subjected to tension[J]. THIN-WALLED STRUCTURES, 2020, 151, 106722.
Authors:  Yam,Michael CH;  Ke,Ke;  Jiang,Binhui;  Lam,Angus CC
Favorite | TC[WOS]:34 TC[Scopus]:35  IF:5.7/5.6 | Submit date：2021/03/11
Design Method  Experiment  Finite Element Model  High Strength Steel  Net Section Resistance  Shear Lag