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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:11/0  |  Submit date:2018/10/30
Shear lag  High strength steel  Tension angle  Experiment  Design method  
An andrographolide derivative AGP-26b exibitiing anti-angiogenic activity in HUVECs and zebrafish via blocking the VEGFA/VEGFR2 signaling pathway Journal article
MOLECULAR BIOSYSTEMS, 2017,Volume: 13,Issue: 3,Page: 525-536
Authors:  Huang, Bin;  Peng, Yuran;  Li, Jingjing;  Li, Shang;  Sun, Yicheng;  Wang, Decai;  Yang, Binrui;  Chan, Judy Yuet-Wa;  Yu, Huidong;  Leung, George Pak-Heng;  Hoi, Maggie Pui-Man;  Zhou, Guo-Chun;  Lee, Simon Ming-Yuen
Adobe PDF(947Kb)  |  Favorite  |  View/Download:231/6  |  Submit date:2018/10/30
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:2/0  |  Submit date:2019/02/14
Effective Area  Reliability Analysis  Shear Lag  Tension Member  Welded Connection  
The shear lag effects on welded steel single angle tension members Journal article
Journal of Constructional Steel Research, 2009,Volume: 65,Issue: 5,Page: 1171-1186
Authors:  H.T. Zhu;  Michael C.H. Yam;  Angus C.C. Lam;  V.P. Iu
Favorite  |  View/Download:7/0  |  Submit date:2019/02/12
Angles  Design  Experiments  Shear Lag  Tension Member  Welded Connections  
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:7/0  |  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:14/0  |  Submit date:2019/05/27
Steel Tension Member  Shear Lag Effects  Welded Connection