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Local web buckling of single-coped beam connections with slender web Journal article
Ke, Ke, Yam, Michael C. H., Lam, Angus C. C., Chung, K. F.. Local web buckling of single-coped beam connections with slender web[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 150, 543-555.
Authors:  Ke, Ke;  Yam, Michael C. H.;  Lam, Angus C. C.;  Chung, K. F.
Favorite | TC[WOS]:18 TC[Scopus]:19  IF:4.0/4.2 | Submit date：2019/01/17
Single-coped Beam Connection  Slender Web  Local Web Buckling  Experiment  Finite Element Analysis  
Shear lag effect on ultimate tensile capacity of high strength steel angles Journal article
Ke, Ke, Xiong, Y. H., Yam, Michael C. H., Lam, Angus C. C., Chung, K. F.. Shear lag effect on ultimate tensile capacity of high strength steel angles[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 145, 300-314.
Authors:  Ke, Ke;  Xiong, Y. H.;  Yam, Michael C. H.;  Lam, Angus C. C.;  Chung, K. F.
Favorite | TC[WOS]:31 TC[Scopus]:34  IF:4.0/4.2 | Submit date：2018/10/30
Shear Lag  High Strength Steel  Tension Angle  Experiment  Design Method  
Reinforcing strategies for double-coped beams against local web buckling Journal article
Fang, Cheng, Yam, Michael C. H., Lam, Angus C. C., Ke, Ke. Reinforcing strategies for double-coped beams against local web buckling[J]. ENGINEERING STRUCTURES, 2017, 152, 736-749.
Authors:  Fang, Cheng;  Yam, Michael C. H.;  Lam, Angus C. C.;  Ke, Ke
Favorite | TC[WOS]:7 TC[Scopus]:8  IF:5.6/5.8 | Submit date：2018/10/30
Double-coped Beam  Stiffener  Doubler Plate  Local Web Buckling  Numerical Study  Prescriptive Design Methods  
Strength and behaviour of reinforced double-coped beams against local web buckling Journal article
Lam, Angus C. C., Yam, Michael C. H., Fang, Cheng. Strength and behaviour of reinforced double-coped beams against local web buckling[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 138, 38-50.
Authors:  Lam, Angus C. C.;  Yam, Michael C. H.;  Fang, Cheng
Favorite | TC[WOS]:6 TC[Scopus]:7  IF:4.0/4.2 | Submit date：2018/10/30
Double-coped Beams (Dcbs)  Local Web Buckling (Lwb)  Reinforced  Full-scale Tests  Numerical Study  
Local web buckling of double-coped steel beam connections Journal article
Fang, Cheng, Yam, Michael C. H., Lam, Angus C. C., Liu, Yunhao, Chung, K. F.. Local web buckling of double-coped steel beam connections[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 128, 166-178.
Authors:  Fang, Cheng;  Yam, Michael C. H.;  Lam, Angus C. C.;  Liu, Yunhao;  Chung, K. F.
Favorite | TC[WOS]:10 TC[Scopus]:11  IF:4.0/4.2 | Submit date：2018/10/30
Double-coped Beam  Connections  Local Web Buckling  Full-scale Tests  Numerical Study  
An investigation of the block shear strength of coped beams with a welded clip angle connection - Part II: Numerical study Journal article
Yam,Michael C.H., Zhong,Y. C., Lam,Angus C.C., Iu,V. P.. An investigation of the block shear strength of coped beams with a welded clip angle connection - Part II: Numerical study[J]. Journal of Constructional Steel Research, 2007, 63(1), 116-134.
Authors:  Yam,Michael C.H.;  Zhong,Y. C.;  Lam,Angus C.C.;  Iu,V. P.
Favorite | TC[WOS]:15 TC[Scopus]:18  IF:4.0/4.2 | Submit date：2021/03/09
Block Shear Tests  Coped Beams  Finite Element Analysis  General Design Guidelines  Welded Clip Angles  
Experimental study of shear lag effects on welded steel tension members Conference paper
Michael C. H. Yam, H. T. Zhu, Angus C. C. Lam, V. P. Iu. Experimental study of shear lag effects on welded steel tension members[C]:SOUTHEAST UNIV PRESS, 2 SIPAILOU, NANJING 210096, PEOPLES R CHINA, 2005, 503-512.
Authors:  Michael C. H. Yam;  H. T. Zhu;  Angus C. C. Lam;  V. P. Iu
Favorite | TC[WOS]:0  | Submit date：2019/05/27
Steel Tension Member  Shear Lag Effects  Welded Connection  
Local web buckling strength of coped steel I beams Journal article
Michael C. H. Yam, Angus C. C. Lam, V. P. Iu, J. J. R. Cheng. Local web buckling strength of coped steel I beams[J]. Journal of Structural Engineering, 2003, 129(1), 3-11.
Authors:  Michael C. H. Yam;  Angus C. C. Lam;  V. P. Iu;  J. J. R. Cheng
Favorite | TC[WOS]:24 TC[Scopus]:26  IF:3.7/3.9 | Submit date：2019/05/17
Buckling  Steel Beams  Strength