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Full-range stress-strain model for stainless steel alloys Journal article
Fernando,D., Teng,J. G., Quach,W. M., De Waal,L.. Full-range stress-strain model for stainless steel alloys[J]. Journal of Constructional Steel Research, 2020, 173, 106266.
Authors:  Fernando,D.;  Teng,J. G.;  Quach,W. M.;  De Waal,L.
Favorite | TC[WOS]:14 TC[Scopus]:14  IF:4.0/4.2 | Submit date：2021/03/11
Compression  Ramberg-osgood Equation  Stainless Steel  Stress-strain Curves  Tension  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Jiang, B., Yam, C. H., Ke, K., Lam, C. C., Zhao, Q. Y.. Block shear failure of S275 and S690 steel angles with single-line bolted connections[J]. Journal of Constructional Steel Research, 2020, 106068-106068.
Authors:  Jiang, B.;  Yam, C. H.;  Ke, K.;  Lam, C. C.;  Zhao, Q. Y.
Favorite | TC[WOS]:27 TC[Scopus]:32  IF:4.0/4.2 | Submit date：2022/08/06
High-strength Steel  Block Shear  Test  Finite-element Model  Design Method  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Jiang,Binhui, Yam,Michael C.H., Ke,Ke, Lam,Angus C.C., Zhao,Qingyang. Block shear failure of S275 and S690 steel angles with single-line bolted connections[J]. Journal of Constructional Steel Research, 2020, 170.
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite | TC[WOS]:27 TC[Scopus]:32  IF:4.0/4.2 | Submit date：2021/03/11
Block Shear  Design Method  Finite-element Model  High-strength Steel  Test  
Behavior and design of cold-formed and hot-finished steel elliptical tubular stub columns Journal article
Cai,Yancheng, Quach,Wai Meng, Chen,Man Tai, Young,Ben. Behavior and design of cold-formed and hot-finished steel elliptical tubular stub columns[J]. Journal of Constructional Steel Research, 2019, 156, 252-265.
Authors:  Cai,Yancheng;  Quach,Wai Meng;  Chen,Man Tai;  Young,Ben
Favorite | TC[WOS]:34 TC[Scopus]:39  IF:4.0/4.2 | Submit date：2021/03/11
Cold-formed  Direct Strength Method  Elliptical Hollow Section  Hot-finished  Stub Column  
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  
Local web buckling of single-coped beam connections with slender web Journal article
Ke, K, Yam, M, Lam, C. C., Chung, K. Local web buckling of single-coped beam connections with slender web[J]. Journal of Constructional Steel Research, 2018, 543-555.
Authors:  Ke, K;  Yam, M;  Lam, C. C.;  Chung, K
Favorite | TC[WOS]:18 TC[Scopus]:19  IF:4.0/4.2 | Submit date：2022/08/06
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, 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  
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  
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  
Strength and behavior of reinforced double-coped beams against local web buckling Journal article
Angus C.C.Lam, Michael C.H.Yam, ChengFang. Strength and behavior of reinforced double-coped beams against local web buckling[J]. Journal of Constructional Steel Research, 2017, 138, 38-50.
Authors:  Angus C.C.Lam;  Michael C.H.Yam;  ChengFang
Favorite | TC[WOS]:6 TC[Scopus]:7  IF:4.0/4.2 | Submit date：2019/05/17
Double-coped Beams (Dcbs)  Full-scale Tests  Numerical Study  Local Web Buckling (Lwb)  Reinforced