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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]:2 TC[Scopus]:2 | Submit date:2021/03/11
Finite element analysis  Local web buckling  Parametric study  Post-buckling behaviour  Single-coped beam  Slender web  
Local web buckling of single-coped beam connections with slender web Journal article
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018,Volume: 150,Page: 543-555
Authors:  Ke, Ke;  Yam, Michael C. H.;  Lam, Angus C. C.;  Chung, K. F.
Favorite |  | TC[WOS]:5 TC[Scopus]:5 | Submit date:2019/01/17
Single-coped beam connection  Slender web  Local web buckling  Experiment  Finite element analysis  
Local web buckling of double-coped steel beam connections Journal article
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017,Volume: 128,Page: 166-178
Authors:  Fang, Cheng;  Yam, Michael C. H.;  Lam, Angus C. C.;  Liu, Yunhao;  Chung, K. F.
Favorite |  | TC[WOS]:6 TC[Scopus]:6 | Submit date:2018/10/30
Double-coped beam  Connections  Local web buckling  Full-scale tests  Numerical study  
Design for inelastic local web buckling of coped beams Journal article
Journal of Constructional Steel Research, 2016,Volume: 125,Page: 173-189
Authors:  Lam A.C.C.;  Zhang Y.;  Qin Y.;  Yam M.C.H.;  Iu V.P.
Favorite |  | TC[WOS]:4 TC[Scopus]:5 | Submit date:2019/02/12
Coped Beams  Design Approach  Finite Element Analysis  Inelastic Local Web Buckling  
Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices Journal article
Smart Materials and Structures, 2015,Volume: 24,Issue: 7
Authors:  Fang C.;  Yam M.C.H.;  Lam A.C.C.;  Zhang Y.
Favorite |  | TC[WOS]:45 TC[Scopus]:49 | Submit date:2019/02/14
Beam-to-column Connection  Damper  Numerical Study  Ring spRing  Self-centring  Shape Memory Alloy (Sma)  Superelastic  
Numerical study and practical design of beam-to-column connections with shape memory alloys Journal article
Journal of Constructional Steel Research, 2015,Volume: 104,Page: 177
Authors:  Yam M.C.H.;  Fang C.;  Lam A.C.C.;  Zhang Y.
Favorite |  | TC[WOS]:64 TC[Scopus]:71 | Submit date:2018/10/30
Extended End-plate Connection  Numerical Study  Recentring  Shape Memory Alloy (Sma)  
Numerical study of block shear strength of coped beams bolted with angles/tee-section Conference paper
From Materials to Structures: Advancement through Innovation, Sydney, Australia, December, 11-14
Authors:  Seak K.S.;  Lam A.C.C.;  Yam M.C.H.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2019/02/14
Block shear strength of coped beams with single-sided bolted connection Journal article
Journal of Constructional Steel Research, 2013,Volume: 86,Page: 153-166
Authors:  Fang C.;  Lam A.C.C.;  Yam M.C.H.;  Seak K.S.
Favorite |  | TC[WOS]:25 TC[Scopus]:25 | Submit date:2019/02/14
Beam Connection  Block Shear  Bolted Connection  Coped Beam  Eccentricity  
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
Block shear strength of coped beams with connection eccentricity Conference paper
Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), MALAYSIA, JUL 13-15, 2011
Authors:  M. C. H. Yam;  A. C. C. Lam;  K. S. Seak
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2019/05/24