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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  
A study of net-section resistance of high strength steel bolted connections Journal article
Lin, Xue-Mei, Yam,Michael C.H., Chung,Kwok Fai, Lam,Angus C.C.. A study of net-section resistance of high strength steel bolted connections[J]. THIN-WALLED STRUCTURES, 2021, 159, 107284.
Authors:  Lin, Xue-Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite | TC[WOS]:18 TC[Scopus]:20  IF:5.7/5.6 | Submit date：2022/08/06
High Strength Steel  Net Section Resistance  Bolted Connections  Experimental Investigation  Finite Element Analysis  Reliability Analysis  
A study of net-section resistance of high strength steel bolted connections Journal article
Lin,Xue Mei, Yam,Michael C.H., Chung,Kwok Fai, Lam,Angus C.C.. A study of net-section resistance of high strength steel bolted connections[J]. THIN-WALLED STRUCTURES, 2021, 159, 107284.
Authors:  Lin,Xue Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite | TC[WOS]:18 TC[Scopus]:20  IF:5.7/5.6 | Submit date：2021/03/11
Bolted Connections  Experimental Investigation  Finite Element Analysis  High Strength Steel  Net Section Resistance  Reliability Analysis  
High-strength steel frames with SMA connections in self-centring energy-dissipation bays: Insights and a multimodal nonlinear static procedure Journal article
Ke,Ke, Yam,Michael C.H., Zhang,Huanyang, Lam,Angus C.C., Zhou,Xuhong. High-strength steel frames with SMA connections in self-centring energy-dissipation bays: Insights and a multimodal nonlinear static procedure[J]. Smart Materials and Structures, 2020, 29(12), 125020.
Authors:  Ke,Ke;  Yam,Michael C.H.;  Zhang,Huanyang;  Lam,Angus C.C.;  Zhou,Xuhong
Favorite | TC[WOS]:52 TC[Scopus]:45  IF:3.7/3.8 | Submit date：2021/03/11
Energy Dissipation Bay  High Strength Steel  Nonlinear Static Procedure  Self-centring  Shape Memory Alloy  
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  
Performance of single-coped beam with slender web and quantification of local web buckling strength Journal article
Yam,Michael C.H., Ke,Ke, Lam,Angus C.C., Zhao,Qingyang. Performance of single-coped beam with slender web and quantification of local web buckling strength[J]. Thin-Walled Structures, 2019, 144, 106355.
Authors:  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite | TC[WOS]:12 TC[Scopus]:14  IF:5.7/5.6 | Submit date：2021/03/11
Finite Element Analysis  Local Web Buckling  Parametric Study  Post-buckling Behaviour  Single-coped Beam  Slender Web  
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  
Reinforcing strategies for double-coped beams against local web buckling Journal article
Fang, C, Yam, C.H., Lam, C. C., Ke, K. Reinforcing strategies for double-coped beams against local web buckling[J]. Engineering Structures, 2017, 736-749.
Authors:  Fang, C;  Yam, C.H.;  Lam, C. C.;  Ke, K
Favorite | TC[WOS]:7 TC[Scopus]:8  IF:5.6/5.8 | Submit date：2022/08/06
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, C. C., Yam, C.H., Fang, C. Strength and behaviour of reinforced double-coped beams against local web buckling[J]. Journal of Constructional Steel Research, 2017, 38-50.
Authors:  Lam, C. C.;  Yam, C.H.;  Fang, C
Favorite | TC[WOS]:6 TC[Scopus]:7  IF:4.0/4.2 | Submit date：2022/08/06
Double-coped Beams (Dcbs)  Local Web Buckling (Lwb)  Reinforced  Full-scale Tests  Numerical Study  
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