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Cold-formed stainless steel elliptical hollow sections under combined biaxial bending and axial compression - Numerical modeling and design Journal article
Yao, Ye, Quach, Wai Meng, Young, Ben. Cold-formed stainless steel elliptical hollow sections under combined biaxial bending and axial compression - Numerical modeling and design[J]. Thin-Walled Structures, 2023, 193, 111229.
Authors:  Yao, Ye;  Quach, Wai Meng;  Young, Ben
Favorite | TC[WOS]:3 TC[Scopus]:3  IF:5.7/5.6 | Submit date：2024/01/02
Cold-forming  Combined Compression And Biaxial Bending  Finite Element  Stainless Steel Ehs  Structural Design  
Materials-oriented integrated design and construction of structures in civil engineering—A review Review article
2022
Authors:  Ming, Xing;  Huang, John C.;  Li, Zongjin
Favorite | TC[WOS]:10 TC[Scopus]:10  IF:2.9/3.1 | Submit date：2022/03/28
Composites  Digital Fabrication  Fiber-reinforced Concrete  Fiber-reinforced Polymer  Integrated Design And Construction  Light-weight Steel Structures  
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  
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  
Bolted connections in beams and ties in practical structural steelwork Conference paper
Yam, M C H, Fang, C, Lam, C. C., Chung, K F. Bolted connections in beams and ties in practical structural steelwork[C], 2015.
Authors:  Yam, M C H;  Fang, C;  Lam, C. C.;  Chung, K F
Favorite |  | Submit date：2022/08/06
Steel structures  connections  coped steel beam  steel design  
Block shear strength and design of coped beams with double bolt-line connections Journal article
Lam A.C.C., Fang C., Yam M.C.H., Wang W., Iu V.P.. Block shear strength and design of coped beams with double bolt-line connections[J]. Engineering Structures, 2015, 100, 293-307.
Authors:  Lam A.C.C.;  Fang C.;  Yam M.C.H.;  Wang W.;  Iu V.P.
Favorite | TC[WOS]:15 TC[Scopus]:15 | Submit date：2019/02/12
Block Shear  Coped Steel Beams  Design  Double Bolt-line  Full-scale Tests  Reliability Analysis