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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  
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  
An experimental study on cyclic behavior of extended end-plate connections equipped with shape memory alloy bolts Conference paper
proceedings of The 2013 World Congress on Advances Structural Engineering and Mechanics, Jeju,Korea, September 8-12,2013
Authors:  Cheng Fang;  Michael C.H. Yam;  Angus C.C. Lam;  Chuanglong Jiang
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2019/05/24
The shear lag effects on welded steel single angle tension members Journal article
Journal of Constructional Steel Research, 2009,Volume: 65,Issue: 5,Page: 1171-1186
Authors:  H.T. Zhu;  Michael C.H. Yam;  Angus C.C. Lam;  V.P. Iu
Favorite |  | TC[WOS]:11 TC[Scopus]:13 | Submit date:2019/02/12
Angles  Design  Experiments  Shear Lag  Tension Member  Welded Connections  
The Local Web Buckling Strength of Stiffened Coped Steel I-Beams Journal article
International journal of steel structures, 2007,Volume: 7,Issue: 2,Page: 129-138
Authors:  Michael C.H. Yam;  Angus C.C. Lam;  Feng Wei;  K. F. Chung
Favorite |  | TC[WOS]:11 TC[Scopus]:0 | Submit date:2019/05/17
Steel I-beams  Copes  Local Buckling  Stiffeners  Strengthening  Tests  Finite Element Analysis