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Net section resistance of bolted S690 steel angles subjected to tension Journal article
Yam,Michael CH, Ke,Ke, Binhui Jiang, Lam,Angus CC. Net section resistance of bolted S690 steel angles subjected to tension[J]. THIN-WALLED STRUCTURES, 2020, 106722.
Authors:  Yam,Michael CH;  Ke,Ke;  Binhui Jiang;  Lam,Angus CC
Favorite | TC[WOS]:34 TC[Scopus]:35  IF:5.7/5.6 | Submit date：2022/08/06
Shear Lag  Net Section Resistance  High Strength Steel  Experiment  Finite Element Model  Design Method  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Yam,Michael CH, Ke,Ke, Jiang,Binhui, Lam,Angus CC. Net section resistance of bolted S690 steel angles subjected to tension[J]. THIN-WALLED STRUCTURES, 2020, 151, 106722.
Authors:  Yam,Michael CH;  Ke,Ke;  Jiang,Binhui;  Lam,Angus CC
Favorite | TC[WOS]:34 TC[Scopus]:35  IF:5.7/5.6 | Submit date：2021/03/11
Design Method  Experiment  Finite Element Model  High Strength Steel  Net Section Resistance  Shear Lag  
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  
Shear lag effect on ultimate tensile capacity of high strength steel angles Journal article
Ke, K, Xiong, Y.H., Yam, C.H., Lam, C. C., Chung, K.F.. Shear lag effect on ultimate tensile capacity of high strength steel angles[J]. Journal of Constructional Steel Research, 2018, 300-314.
Authors:  Ke, K;  Xiong, Y.H.;  Yam, C.H.;  Lam, C. C.;  Chung, K.F.
Favorite | TC[WOS]:31 TC[Scopus]:34  IF:4.0/4.2 | Submit date：2022/08/06
Shear Lag  High Strength Steel  Tension Angle  Experiment  Design Method  
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  
Influence of shear lag on ultimate tensile capacity of angles and tees Journal article
Fang C., Lam A.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, 84, 49-61.
Authors:  Fang C.;  Lam A.C.C.;  Yam M.C.H.
Favorite | TC[WOS]:10 TC[Scopus]:12 | Submit date：2019/02/14
Shear Lag  Tension Member  Welded Connection  Effective Area  Reliability Analysis  
The shear lag effects on welded steel single angle tension members Journal article
H.T. Zhu, Michael C.H. Yam, Angus C.C. Lam, V.P. Iu. The shear lag effects on welded steel single angle tension members[J]. Journal of Constructional Steel Research, 2009, 65(5), 1171-1186.
Authors:  H.T. Zhu;  Michael C.H. Yam;  Angus C.C. Lam;  V.P. Iu
Favorite | TC[WOS]:16 TC[Scopus]:19  IF:4.0/4.2 | Submit date：2019/02/12
Angles  Design  Experiments  Shear Lag  Tension Member  Welded Connections  
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  
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