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Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms Journal article
Composite Structures, 2021,Volume: 257
Authors:  Deng,Yu;  Li,Zhenzhen;  Zhang,Hexin;  Corigliano,Alberto;  Lam,Angus C.C.;  Hansapinyo,Chayanon;  Yan,Zhitao
Favorite |  | TC[WOS]:0 TC[Scopus]:1 | 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
Thin-Walled Structures, 2021,Volume: 159
Authors:  Lin,Xue Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | 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
Smart Materials and Structures, 2020,Volume: 29,Issue: 12
Authors:  Ke,Ke;  Yam,Michael C.H.;  Zhang,Huanyang;  Lam,Angus C.C.;  Zhou,Xuhong
Favorite |  | TC[WOS]:3 TC[Scopus]:6 | 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
Journal of Constructional Steel Research, 2020,Volume: 170
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite |  | TC[WOS]:1 TC[Scopus]: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
Thin-Walled Structures, 2019,Volume: 144
Authors:  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | 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
proceedings of Numerical investigation of Fabric Reinforced Cementitious Matrix (FRCM) tensile behavior, Porto, Portugal, 11-14 July 2016
Authors:  Xuan Wang;  Angus C.C. Lam;  Vai Pan Iu
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2019/05/17
Block shear strength and design of coped beams with double bolt-line connections Journal article
Engineering Structures, 2015,Volume: 100,Page: 293-307
Authors:  Lam,Angus C.C.;  Fang,Cheng;  Yam,Michael C.H.;  Wang,Wei;  Iu,V. P.
Favorite |  | TC[WOS]:8 TC[Scopus]: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
Journal of Constructional Steel Research, 2014,Volume: 102,Page: 217-232
Authors:  Yam,Michael C.H.;  Fang,Cheng;  Lam,Angus C.C.;  Cheng,J. J.Roger
Favorite |  | TC[WOS]:12 TC[Scopus]:12 | Submit date:2021/03/11
Block shear  Coped (notched) steel beam  Design  Fatigue  Local web buckling  Review  
An experimental study on cyclic behavior of extended end-plate connections equipped with shape memory alloy bolts Conference paper
proceedings of The 2013 World Congress on Advances Structural Engineering and Mechanics, Jeju,Korea, September 8-12,2013
Authors:  Cheng Fang;  Michael C.H. Yam;  Angus C.C. Lam;  Chuanglong Jiang
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2019/05/24
The shear lag effects on welded steel single angle tension members Journal article
Journal of Constructional Steel Research, 2009,Volume: 65,Issue: 5,Page: 1171-1186
Authors:  H.T. Zhu;  Michael C.H. Yam;  Angus C.C. Lam;  V.P. Iu
Favorite |  | TC[WOS]:11 TC[Scopus]:10 | Submit date:2019/02/12
Angles  Design  Experiments  Shear Lag  Tension Member  Welded Connections