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Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Jiang, B., Yam, C. H., Ke, K., Lam, C. C., Zhao, Q. Y.. Block shear failure of S275 and S690 steel angles with single-line bolted connections[J]. Journal of Constructional Steel Research, 2020, 106068-106068.
Authors:  Jiang, B.;  Yam, C. H.;  Ke, K.;  Lam, C. C.;  Zhao, Q. Y.
Favorite | TC[WOS]:27 TC[Scopus]:32  IF:4.0/4.2 | 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
Ke, Ke, Yam, Michael C. H., Lam, Angus C. C., Chung, K. F.. Local web buckling of single-coped beam connections with slender web[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 150, 543-555.
Authors:  Ke, Ke;  Yam, Michael C. H.;  Lam, Angus C. C.;  Chung, K. F.
Favorite | TC[WOS]:18 TC[Scopus]:19  IF:4.0/4.2 | 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
Ke, Ke, Xiong, Y. H., Yam, Michael C. H., Lam, Angus C. C., Chung, K. F.. Shear lag effect on ultimate tensile capacity of high strength steel angles[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 145, 300-314.
Authors:  Ke, Ke;  Xiong, Y. H.;  Yam, Michael C. H.;  Lam, Angus C. C.;  Chung, K. F.
Favorite | TC[WOS]:31 TC[Scopus]:34  IF:4.0/4.2 | 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
Fang, Cheng, Yam, Michael C. H., Lam, Angus C. C., Ke, Ke. Reinforcing strategies for double-coped beams against local web buckling[J]. ENGINEERING STRUCTURES, 2017, 152, 736-749.
Authors:  ; et al.
Favorite | TC[WOS]:7 TC[Scopus]:8  IF:5.6/5.8 | 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
Lam, Angus C. C., Yam, Michael C. H., Fang, Cheng. Strength and behaviour of reinforced double-coped beams against local web buckling[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 138, 38-50.
Authors:  Lam, Angus C. C.;  Yam, Michael C. H.;  Fang, Cheng
Favorite | TC[WOS]:6 TC[Scopus]:7  IF:4.0/4.2 | 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
Fang, Cheng, Yam, Michael C. H., Lam, Angus C. C., Liu, Yunhao, Chung, K. F.. Local web buckling of double-coped steel beam connections[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 128, 166-178.
Authors:  Fang, Cheng;  Yam, Michael C. H.;  Lam, Angus C. C.;  Liu, Yunhao;  Chung, K. F.
Favorite | TC[WOS]:10 TC[Scopus]:11  IF:4.0/4.2 | 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
Lam, C. C., Zhang, Y. Y., Qin, Y., Yam, M. C. H., Iu, V. P.. Design for inelastic local web buckling of coped beams[J]. Journal of Constructional Steel Research, 2016, 173-189.
Authors:  Lam, C. C.;  Zhang, Y. Y.;  Qin, Y.;  Yam, M. C. H.;  Iu, V. P.
Favorite | TC[WOS]:7 TC[Scopus]:9  IF:4.0/4.2 | 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
Fang, C., Yam, M. C. H., Lam, C. C., Chung, K. F.. SHAPE MEMORY ALLOYS FOR SELF-CENTERING STEEL CONNECTIONS – TEST EVIDENCE AND NEW IDEAS[C], 2015.
Authors:  Fang, C.;  Yam, M. C. H.;  Lam, C. C.;  Chung, K. F.
Favorite |  | 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
Lam, C. C., Fang, C, Yam, C. H., Wang, W, Iu, V. P.. Block shear strength and design of coped beams with double bolt-line connections[J]. Engineering Structures, 2015, 293-307.
Authors:  Lam, C. C.;  Fang, C;  Yam, C. H.;  Wang, W;  Iu, V. P.
Favorite | TC[WOS]:15 TC[Scopus]:15  IF:5.6/5.8 | Submit date：2022/08/06
Block Shear  Coped Steel Beams  Double Bolt-line  Full-scale Tests  Reliability Analysis Design  
Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices Journal article
Fang, C, Yam, C. H., Lam, C. C., Zhang, Y. Y.. Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices[J]. Smart Materials and Structures, 2015, 1-19.
Authors:  Fang, C;  Yam, C. H.;  Lam, C. C.;  Zhang, Y. Y.
Favorite | TC[WOS]:110 TC[Scopus]:121 | Submit date：2022/08/06
Shape Memory Alloy (Sma)  Superelastic  Ring spRing  Self-centring  Numerical Study  Beam-to-column Connection  Damper