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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,Page: 125020-125020
Authors:  Ke, K;  Yam, M;  Zhang, H;  Lam, C. C.;  Zhou, X
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
high strength steel  energy dissipation bay  self-centring  shape memory alloy  nonlinear static procedure  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Journal of Constructional Steel Research, 2020,Page: 106068-106068
Authors:  Jiang, B.;  Yam, C. H.;  Ke, K.;  Lam, C. C.;  Zhao, Q. Y.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
High-strength steel  Block shear  Test  Finite-element model  Design method  
Local web buckling of single-coped beam connections with slender web Journal article
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018,Volume: 150,Page: 543-555
Authors:  Ke, Ke;  Yam, Michael C. H.;  Lam, Angus C. C.;  Chung, K. F.
Favorite |  | TC[WOS]:6 TC[Scopus]:6 | Submit date:2019/01/17
Single-coped beam connection  Slender web  Local web buckling  Experiment  Finite element analysis  
Shear lag effect on ultimate tensile capacity of high strength steel angles Journal article
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018,Volume: 145,Page: 300-314
Authors:  Ke, Ke;  Xiong, Y. H.;  Yam, Michael C. H.;  Lam, Angus C. C.;  Chung, K. F.
Favorite |  | TC[WOS]:16 TC[Scopus]:18 | Submit date:2018/10/30
Shear lag  High strength steel  Tension angle  Experiment  Design method  
Reinforcing strategies for double-coped beams against local web buckling Journal article
ENGINEERING STRUCTURES, 2017,Volume: 152,Page: 736-749
Authors:  Fang, Cheng;  Yam, Michael C. H.;  Lam, Angus C. C.;  Ke, Ke
Favorite |  | TC[WOS]:5 TC[Scopus]:6 | Submit date:2018/10/30
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
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017,Volume: 138,Page: 38-50
Authors:  Lam, Angus C. C.;  Yam, Michael C. H.;  Fang, Cheng
Favorite |  | TC[WOS]:4 TC[Scopus]:4 | Submit date:2018/10/30
Double-coped beams (DCBs)  Local web buckling (LWB)  Reinforced  Full-scale tests  Numerical study  
Local web buckling of double-coped steel beam connections Journal article
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017,Volume: 128,Page: 166-178
Authors:  Fang, Cheng;  Yam, Michael C. H.;  Lam, Angus C. C.;  Liu, Yunhao;  Chung, K. F.
Favorite |  | TC[WOS]:6 TC[Scopus]:6 | Submit date:2018/10/30
Double-coped Beam  Connections  Local Web Buckling  Full-scale Tests  Numerical Study  
Design for inelastic local web buckling of coped beams Journal article
Journal of Constructional Steel Research, 2016,Page: 173-189
Authors:  Lam, C. C.;  Zhang, Y. Y.;  Qin, Y.;  Yam, M. C. H.;  Iu, V. P.
Favorite |  | TC[WOS]:4 TC[Scopus]:6 | Submit date:2022/08/06
Coped Beams  Inelastic Local Web Buckling  Finite Element Analysis  Design Approach  
SHAPE MEMORY ALLOYS FOR SELF-CENTERING STEEL CONNECTIONS – TEST EVIDENCE AND NEW IDEAS Conference paper
11th International Conference on Advances in Steel and Concrete Composite Structures
Authors:  Fang, C.;  Yam, M. C. H.;  Lam, C. C.;  Chung, K. F.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
Shape memory alloys (SMAs)  Self-centering  Beam-to-column connections  Cyclic test  Finite element study  
Block shear strength and design of coped beams with double bolt-line connections Journal article
Engineering Structures, 2015,Page: 293-307
Authors:  Lam, C. C.;  Fang, C;  Yam, C. H.;  Wang, W;  Iu, V. P.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
Block shear  coped steel beams  double bolt-line  full-scale tests  reliability analysis design