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Design for inelastic local web buckling of coped beams Journal article
Lam, C. C., Zhang, Y. Y., Qin, Y., Yam, M. C. H., Iu, V. P.. Design for inelastic local web buckling of coped beams[J]. Journal of Constructional Steel Research, 2016, 173-189.
Authors:  Lam, C. C.;  Zhang, Y. Y.;  Qin, Y.;  Yam, M. C. H.;  Iu, V. P.
Favorite | TC[WOS]:7 TC[Scopus]:10  IF:4.0/4.2 | Submit date：2022/08/06
Coped Beams  Inelastic Local Web Buckling  Finite Element Analysis  Design Approach  
SHAPE MEMORY ALLOYS FOR SELF-CENTERING STEEL CONNECTIONS – TEST EVIDENCE AND NEW IDEAS Conference paper
Fang, C., Yam, M. C. H., Lam, C. C., Chung, K. F.. SHAPE MEMORY ALLOYS FOR SELF-CENTERING STEEL CONNECTIONS – TEST EVIDENCE AND NEW IDEAS[C], 2015.
Authors:  Fang, C.;  Yam, M. C. H.;  Lam, C. C.;  Chung, K. F.
Favorite |  | Submit date：2022/08/06
Shape memory alloys (SMAs)  Self-centering  Beam-to-column connections  Cyclic test  Finite element study  
Block shear strength of coped beams with single-sided bolted connection Journal article
Fang, C, Lam, C. C., Yam, M. C. H., Seak, K. S.. Block shear strength of coped beams with single-sided bolted connection[J]. Journal of Constructional Steel Research, 2013, 153-166.
Authors:  Fang, C;  Lam, C. C.;  Yam, M. C. H.;  Seak, K. S.
Favorite | TC[WOS]:30 TC[Scopus]:30  IF:4.0/4.2 | Submit date：2022/08/06
Block Shear  Bolted Connection  Coped Beam  Eccentricity  Beam Connection  
Influence of shear lag on ultimate tensile capacity of angles and tees Journal article
Fang, C, Lam, C. C., Yam, M. C. H.. Influence of shear lag on ultimate tensile capacity of angles and tees[J]. Journal of Constructional Steel Research, 2013, 49-61.
Authors:  Fang, C;  Lam, C. C.;  Yam, M. C. H.
Favorite | TC[WOS]:10 TC[Scopus]:12  IF:4.0/4.2 | Submit date：2022/08/06
Shear Lag  Tension Member  Welded Connection  Effective Area  Reliability Analysis  
Block Shear Strength of Coped Beams with Connection Eccentricity Conference paper
Yam, M. C. H., Lam, C. C., Seak, K. S.. Block Shear Strength of Coped Beams with Connection Eccentricity[C], 2011.
Authors:  Yam, M. C. H.;  Lam, C. C.;  Seak, K. S.
Favorite |  | Submit date：2022/08/06
Block shear strength of coped beams with connection eccentricity Conference paper
M. C. H. Yam, A. C. C. Lam, K. S. Seak. Block shear strength of coped beams with connection eccentricity[C], 2011, 576-581.
Authors:  M. C. H. Yam;  A. C. C. Lam;  K. S. Seak
Favorite | TC[WOS]:0  | Submit date：2019/05/24
The shear lag effects on welded steel single angle tension members Journal article
Zhu, H. T., Yam, M. C. H., Lam, C. C., Iu, V. P.. The shear lag effects on welded steel single angle tension members[J]. Journal of Constructional Steel Research, 2009, 1171-1186.
Authors:  Zhu, H. T.;  Yam, M. C. H.;  Lam, C. C.;  Iu, V. P.
Favorite | TC[WOS]:16 TC[Scopus]:19  IF:4.0/4.2 | Submit date：2022/08/06
Shear Lag  Tension Member  Welded Connections  Experiments  Angles  Design  
An experimental investigation of the local web buckling strength of coped steel I-beam with and without stiffeners Conference paper
Lam, C. C., Yam, C. H., Fu, K. M.. An experimental investigation of the local web buckling strength of coped steel I-beam with and without stiffeners[C], 2006.
Authors:  Lam, C. C.;  Yam, C. H.;  Fu, K. M.
Favorite |  | Submit date：2022/08/06
Design for lateral torsional buckling of coped I-beams Journal article
Lam, C .C., Yam, M. C. H., Iu, V. P., Cheng, J. J. R.. Design for lateral torsional buckling of coped I-beams[J]. Journal of Constructional Steel Research, 2000, 54(3), 423-443.
Authors:  Lam, C .C.;  Yam, M. C. H.;  Iu, V. P.;  Cheng, J. J. R.
Favorite | TC[WOS]:15 TC[Scopus]:21  IF:4.0/4.2 | Submit date：2019/05/17
Beams  Buckling  Copes  Design  Finite Element  Lateral Torsional Buckling  Local Buckling  Steel Structures