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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  
Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms Journal article
Deng,Yu, Li,Zhenzhen, Zhang,Hexin, Corigliano,Alberto, Lam,Angus C.C., Hansapinyo,Chayanon, Yan,Zhitao. Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms[J]. Composite Structures, 2021, 257.
Authors:  Deng,Yu;  Li,Zhenzhen;  Zhang,Hexin;  Corigliano,Alberto;  Lam,Angus C.C.; et al.
Favorite | TC[WOS]:20 TC[Scopus]:25  IF:6.3/5.9 | Submit date：2021/03/11
Analytical Model  Cfrp-pcps  Flexural Behaviour  Nsm Strengthening  
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  
Numerical investigation of Fabric Reinforced Cementitious Matrix (FRCM) tensile behavior Conference paper
Xuan Wang, Angus C.C. Lam, Vai Pan Iu. Numerical investigation of Fabric Reinforced Cementitious Matrix (FRCM) tensile behavior[C], 2016.
Authors:  Xuan Wang;  Angus C.C. Lam;  Vai Pan Iu
Favorite |  | Submit date：2019/05/17
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,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]:21  IF:4.0/4.2 | Submit date：2021/03/11
Block Shear  Coped (Notched) Steel Beam  Design  Fatigue  Local Web Buckling  Review