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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]:2 TC[Scopus]:3 | Submit date：2019/02/12
Coped Beams  Design Approach  Finite Element Analysis  Inelastic Local Web Buckling  
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:  Michael C.H.Yam;  ChengFang;  Angus C.C.Lam;  J.J. RogerCheng
Favorite |  | TC[WOS]:12 TC[Scopus]:12 | Submit date：2019/05/17
Coped (Notched) Steel Beam  Local Web Buckling  Block Shear  Fatigue  Design  Review  
Influence of shear lag on ultimate tensile capacity of angles and tees Journal article
Journal of Constructional Steel Research, 2013,Volume: 84,Page: 49-61
Authors:  Fang C.;  Lam A.C.C.;  Yam M.C.H.
Favorite |  | TC[WOS]:7 TC[Scopus]:7 | Submit date：2019/02/14
Effective Area  Reliability Analysis  Shear Lag  Tension Member  Welded Connection  
Experimental study of shear lag effects on welded steel tension members Conference paper
ISISS 2005: Innovation & Sustainability of Structures, Nanjing, PEOPLES R CHINA, NOV 20-22, 2005
Authors:  Michael C. H. Yam;  H. T. Zhu;  Angus C. C. Lam;  V. P. Iu
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date：2019/05/27
Steel Tension Member  Shear Lag Effects  Welded Connection