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Shear lag effect on ultimate tensile capacity of high strength steel angles Journal article
Journal of Constructional Steel Research, 2018,Page: 300-314
Authors:  Ke, K;  Xiong, Y.H.;  Yam, C.H.;  Lam, C. C.;  Chung, K.F.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
Shear lag  High strength steel  Tension angle  Experiment  Design method  
Local web buckling of double-coped steel beam connections Journal article
Journal of Constructional Steel Research, 2017,Page: 166-178
Authors:  Fang, C.;  Yam, M.C.H.;  Lam, C. C.;  Liu, Y.H.;  Chung, K.F.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
Double-coped beam  Connections  Local web buckling  Full-scale tests  Numerical study  
Experimental study of the strength and behaviour of reinforced coped beams Journal article
Journal of Constructional Steel Research, 2011,Volume: 67,Issue: 11,Page: 1749-1759
Authors:  Yam M.C.H.;  Ma H.;  Lam A.C.C.;  Chung K.F.
Favorite |  | TC[WOS]:12 TC[Scopus]:15 | Submit date:2019/02/14
Coped Beams  Reinforcement Details  Stiffeners  Testing  
A modular approach for high Q microwave CMOS Active Inductor design Conference paper
Proceedings of the IEEE International Conference on Electronics, Circuits, and Systems, JOUNIEH, LEBANON, DEC 17-19, 2000
Authors:  Chiang K.H.;  Chiang K.V.;  Lam K.F.;  Choi W.W.;  Tarn K.W.;  Martins R.
Favorite |  | TC[WOS]:1 TC[Scopus]:3 | Submit date:2019/02/11