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Block shear performance of double-line bolted S690 steel angles under uniaxial tension Journal article
Thin-Walled Structures, 2022,Volume: 171
Authors:  Ke, Ke;  Zhang, Mingyuan;  Yam, Michael C.H.;  Lam, Angus C.C.;  Wang, Junjie;  Jiang, Binghui
Favorite |  | TC[WOS]:1 TC[Scopus]:1 | Submit date:2022/03/04
Block Shear  Bolted Connection  Connection Capacity  High-strength Steel  Numerical Simulation  
A study of net-section resistance of high strength steel bolted connections Journal article
Thin-Walled Structures, 2021,Volume: 159
Authors:  Lin,Xue Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite |  | TC[WOS]:6 TC[Scopus]:8 | Submit date:2021/03/11
Bolted Connections  Experimental Investigation  Finite Element Analysis  High Strength Steel  Net Section Resistance  Reliability Analysis  
High-strength steel frames with SMA connections in self-centring energy-dissipation bays: Insights and a multimodal nonlinear static procedure Journal article
Smart Materials and Structures, 2020,Volume: 29,Issue: 12
Authors:  Ke,Ke;  Yam,Michael C.H.;  Zhang,Huanyang;  Lam,Angus C.C.;  Zhou,Xuhong
Favorite |  | TC[WOS]:31 TC[Scopus]:29 | Submit date:2021/03/11
Energy Dissipation Bay  High Strength Steel  Nonlinear Static Procedure  Self-centring  Shape Memory Alloy  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Journal of Constructional Steel Research, 2020,Volume: 170
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite |  | TC[WOS]:5 TC[Scopus]:6 | Submit date:2021/03/11
Block Shear  Design Method  Finite-element Model  High-strength Steel  Test  
Performance of single-coped beam with slender web and quantification of local web buckling strength Journal article
Thin-Walled Structures, 2019,Volume: 144
Authors:  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite |  | TC[WOS]:4 TC[Scopus]:5 | Submit date:2021/03/11
Finite element analysis  Local web buckling  Parametric study  Post-buckling behaviour  Single-coped beam  Slender web  
Shear lag effect on ultimate tensile capacity of high strength steel angles Journal article
Journal of Constructional Steel Research, 2018,Page: 300-314
Authors:  Ke, K;  Xiong, Y.H.;  Yam, C.H.;  Lam, C. C.;  Chung, K.F.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
Shear lag  High strength steel  Tension angle  Experiment  Design method  
Reinforcing strategies for double-coped beams against local web buckling Journal article
Engineering Structures, 2017,Page: 736-749
Authors:  Fang, C;  Yam, C.H.;  Lam, C. C.;  Ke, K
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
Double-coped beam  Stiffener  Doubler plate  Local web buckling  Numerical study  Prescriptive design methods  
Strength and behaviour of reinforced double-coped beams against local web buckling Journal article
Journal of Constructional Steel Research, 2017,Page: 38-50
Authors:  Lam, C. C.;  Yam, C.H.;  Fang, C
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
Double-coped beams (DCBs)  Local web buckling (LWB)  Reinforced  Full-scale tests  Numerical study  
Block shear strength and design of coped beams with double bolt-line connections Journal article
Engineering Structures, 2015,Volume: 100,Page: 293-307
Authors:  Lam,Angus C.C.;  Fang,Cheng;  Yam,Michael C.H.;  Wang,Wei;  Iu,V. P.
Favorite |  | TC[WOS]:12 TC[Scopus]:12 | Submit date:2021/03/09
Block shear  Coped steel beams  Design  Double bolt-line  Full-scale tests  Reliability analysis  
Local failures of coped steel beams - A state-of-the-art review Journal article
Journal of Constructional Steel Research, 2014,Volume: 102,Page: 217-232
Authors:  Yam,Michael C.H.;  Fang,Cheng;  Lam,Angus C.C.;  Cheng,J. J.Roger
Favorite |  | TC[WOS]:17 TC[Scopus]:18 | Submit date:2021/03/11
Block shear  Coped (notched) steel beam  Design  Fatigue  Local web buckling  Review