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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:18/0  |  Submit date:2018/10/30
Shear lag  High strength steel  Tension angle  Experiment  Design method  
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 A.C.C.;  Fang C.;  Yam M.C.H.;  Wang W.;  Iu V.P.
Favorite  |  View/Download:4/0  |  Submit date:2019/02/12
Block Shear  Coped Steel Beams  Design  Double Bolt-line  Full-scale Tests  Reliability Analysis  
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  |  View/Download:5/0  |  Submit date:2019/02/14
Beam Connection  Block Shear  Bolted Connection  Coped Beam  Eccentricity  
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  |  View/Download:6/0  |  Submit date:2019/05/24
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:18/0  |  Submit date:2019/05/27
Steel Tension Member  Shear Lag Effects  Welded Connection