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Block shear performance of double-line bolted S690 steel angles under uniaxial tension Journal article
Ke, Ke, Zhang, Mingyuan, Yam, Michael C.H., Lam, Angus C.C., Wang, Junjie, Jiang, Binghui. Block shear performance of double-line bolted S690 steel angles under uniaxial tension[J]. Thin-Walled Structures, 2021, 171, 108668.
Authors:  Ke, Ke;  Zhang, Mingyuan;  Yam, Michael C.H.;  Lam, Angus C.C.;  Wang, Junjie; et al.
Favorite | TC[WOS]:27 TC[Scopus]:29  IF:5.7/5.6 | Submit date：2022/03/04
Block Shear  Bolted Connection  Connection Capacity  High-strength Steel  Numerical Simulation  
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  
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  
Block shear strength and design of coped beams with double bolt-line connections Journal article
Lam, C. C., Fang, C, Yam, C. H., Wang, W, Iu, V. P.. Block shear strength and design of coped beams with double bolt-line connections[J]. Engineering Structures, 2015, 293-307.
Authors:  Lam, C. C.;  Fang, C;  Yam, C. H.;  Wang, W;  Iu, V. P.
Favorite | TC[WOS]:15 TC[Scopus]:15  IF:5.6/5.8 | Submit date：2022/08/06
Block Shear  Coped Steel Beams  Double Bolt-line  Full-scale Tests  Reliability Analysis Design  
Block shear strength and design of coped beams with double bolt-line connections Journal article
Lam,Angus C.C., Fang,Cheng, Yam,Michael C.H., Wang,Wei, 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,Angus C.C.;  Fang,Cheng;  Yam,Michael C.H.;  Wang,Wei;  Iu,V. P.
Favorite | TC[WOS]:15 TC[Scopus]:15  IF:5.6/5.8 | Submit date：2021/03/09
Block Shear  Coped Steel Beams  Design  Double Bolt-line  Full-scale Tests  Reliability Analysis  
Local failures of coped steel beams - A state-of-the-art review Journal article
Yam, C. H., Fang, C, Lam, C. C., Cheng, J. J.. Local failures of coped steel beams - A state-of-the-art review[J]. Journal of Constructional Steel Research, 2014, 217-232.
Authors:  Yam, C. H.;  Fang, C;  Lam, C. C.;  Cheng, J. J.
Favorite | TC[WOS]:20 TC[Scopus]:20  IF:4.0/4.2 | Submit date：2022/08/06
Coped (Notched) Steel Beam  Local Web Buckling  Block Shear  Fatigue  Design Review  
Local failures of coped steel beams — A state-of-the-art review Journal article
Michael C.H.Yam, ChengFang, Angus C.C.Lam, J.J. RogerCheng. Local failures of coped steel beams — A state-of-the-art review[J]. Journal of Constructional Steel Research, 2014, 102, 217-232.
Authors:  Michael C.H.Yam;  ChengFang;  Angus C.C.Lam;  J.J. RogerCheng
Favorite | TC[WOS]:20 TC[Scopus]:20  IF:4.0/4.2 | Submit date：2019/05/17
Coped (Notched) Steel Beam  Local Web Buckling  Block Shear  Fatigue  Design  Review  
Local failures of coped steel beams - A state-of-the-art review Journal article
Yam,Michael C.H., Fang,Cheng, Lam,Angus C.C., Cheng,J. J.Roger. Local failures of coped steel beams - A state-of-the-art review[J]. Journal of Constructional Steel Research, 2014, 102, 217-232.
Authors:  Yam,Michael C.H.;  Fang,Cheng;  Lam,Angus C.C.;  Cheng,J. J.Roger
Favorite | TC[WOS]:20 TC[Scopus]:20  IF:4.0/4.2 | Submit date：2021/03/11
Block Shear  Coped (Notched) Steel Beam  Design  Fatigue  Local Web Buckling  Review  
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