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Shear lag effect on ultimate tensile capacity of high strength steel angles Journal article
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018,Volume: 145,Page: 300-314
Authors:  Ke, Ke;  Xiong, Y. H.;  Yam, Michael C. H.;  Lam, Angus C. C.;  Chung, K. F.
Favorite | View/Download：24/0 | TC[WOS]:5 TC[Scopus]:6 | Submit date：2018/10/30
Shear lag  High strength steel  Tension angle  Experiment  Design method  
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 | View/Download：7/0 | TC[WOS]:1 TC[Scopus]:3 | Submit date：2019/02/12
Coped Beams  Design Approach  Finite Element Analysis  Inelastic Local Web Buckling  
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 | View/Download：8/0 | TC[WOS]:6 TC[Scopus]:6 | Submit date：2019/02/14
Effective Area  Reliability Analysis  Shear Lag  Tension Member  Welded Connection  
An investigation of the block shear strength of coped beams with a welded clip angle connection - Part II: Numerical study Journal article
Journal of Constructional Steel Research, 2007,Volume: 63,Issue: 1,Page: 116-134
Authors:  Michael C.H. Yam;  Y.C. Zhong;  Angus C.C. Lam;  V.P. Iu
Favorite | View/Download：8/0 | TC[WOS]:8 TC[Scopus]:12 | Submit date：2019/02/12
Block Shear Tests  Coped Beams  Finite Element Analysis  General Design Guidelines  Welded Clip Angles  
An investigation of the block shear strength of coped beams with a welded clip angle connection - Part I: Experimental study Journal article
Journal of Constructional Steel Research, 2007,Volume: 63,Issue: 1,Page: 96-115
Authors:  Michael C.H. Yam;  Y.C. Zhong;  Angus C.C. Lam;  V.P. Iu
Favorite | View/Download：12/0 | TC[WOS]:11 TC[Scopus]:16 | Submit date：2018/10/30
Block Shear Tests  Coped Beams  Local Web Buckling  Tension Fracture  Welded Clip Angles  
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 | View/Download：20/0 | TC[WOS]:0 TC[Scopus]:0 | Submit date：2019/05/27
Steel Tension Member  Shear Lag Effects  Welded Connection  
Analytical investigation and the design of the compressive strength of steel gusset plate connections Journal article
Journal of Constructional Steel Research, 2002,Volume: 58,Issue: 11,Page: 1473-1493
Authors:  Sheng N.;  Yam C.H.;  Iu V.P.
Favorite | View/Download：7/0 | TC[WOS]:16 TC[Scopus]:32 | Submit date：2019/02/12
Design Charts  General Design Guidelines  Gusset Plate Connection  Inelastic Plate Buckling Equation  Parametric Study