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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]:0 TC[Scopus]:0 | 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]:3 TC[Scopus]:3 | Submit date:2019/01/17
Single-coped beam connection  Slender web  Local web buckling  Experiment  Finite element analysis  
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]:22 TC[Scopus]:22 | Submit date:2019/02/14
Beam Connection  Block Shear  Bolted Connection  Coped Beam  Eccentricity