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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]:3 TC[Scopus]:4 | 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]:2 TC[Scopus]:3 | 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]:19 TC[Scopus]:16 | 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]:4 TC[Scopus]:5 | 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]:2 TC[Scopus]:2 | Submit date:2021/03/11
Finite element analysis  Local web buckling  Parametric study  Post-buckling behaviour  Single-coped beam  Slender web  
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]:10 TC[Scopus]:11 | 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]:14 TC[Scopus]:14 | Submit date:2021/03/11
Block shear  Coped (notched) steel beam  Design  Fatigue  Local web buckling  Review  
An investigation of the block shear strength of coped beams with a welded clip angle connection - Part II: Numerical study Journal article
Journal of Constructional Steel Research, 2007,Volume: 63,Issue: 1,Page: 116-134
Authors:  Yam,Michael C.H.;  Zhong,Y. C.;  Lam,Angus C.C.;  Iu,V. P.
Favorite |  | TC[WOS]:9 TC[Scopus]:14 | Submit date:2021/03/09
Block shear tests  Coped beams  Finite element analysis  General design guidelines  Welded clip angles