UM

Browse/Search Results:  1-7 of 7 Help

Selected(0)Clear Items/Page:    Sort:
Mechanical behaviour of a new ECC-encased CFST column to RC beam connection under cyclic loading Journal article
Dong, Bingqing, Pan, Jinlong, Cai, Jingming, Xu, Li. Mechanical behaviour of a new ECC-encased CFST column to RC beam connection under cyclic loading[J]. Engineering Structures, 2021, 234, 111951.
Authors:  Dong, Bingqing;  Pan, Jinlong;  Cai, Jingming;  Xu, Li
Favorite | TC[WOS]:34 TC[Scopus]:36  IF:5.6/5.8 | Submit date:2021/12/08
Beam-column Connection  Ductility  Ecc  Ecc-encased Cfst Column  Seismic Resistance  
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  
Local web buckling of single-coped beam connections with slender web Journal article
Ke, K, Yam, M, Lam, C. C., Chung, K. Local web buckling of single-coped beam connections with slender web[J]. Journal of Constructional Steel Research, 2018, 543-555.
Authors:  Ke, K;  Yam, M;  Lam, C. C.;  Chung, K
Favorite | TC[WOS]:18 TC[Scopus]:19  IF:4.0/4.2 | Submit date:2022/08/06
Single-coped Beam Connection  Slender Web  Local Web Buckling  Experiment  Finite Element Analysis  
Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices Journal article
Fang C., Yam M.C.H., Lam A.C.C., Zhang Y.. Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices[J]. Smart Materials and Structures, 2015, 24(7).
Authors:  Fang C.;  Yam M.C.H.;  Lam A.C.C.;  Zhang Y.
Favorite | TC[WOS]:110 TC[Scopus]:121 | Submit date:2019/02/14
Beam-to-column Connection  Damper  Numerical Study  Ring spRing  Self-centring  Shape Memory Alloy (Sma)  Superelastic  
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  
Block shear strength of coped beams with single-sided bolted connection Journal article
Fang, C, Lam, C. C., Yam, M. C. H., Seak, K. S.. Block shear strength of coped beams with single-sided bolted connection[J]. Journal of Constructional Steel Research, 2013, 153-166.
Authors:  Fang, C;  Lam, C. C.;  Yam, M. C. H.;  Seak, K. S.
Favorite | TC[WOS]:30 TC[Scopus]:30  IF:4.0/4.2 | Submit date:2022/08/06
Block Shear  Bolted Connection  Coped Beam  Eccentricity  Beam Connection  
Block shear strength of coped beams with single-sided bolted connection Journal article
Fang C., Lam A.C.C., Yam M.C.H., Seak K.S.. Block shear strength of coped beams with single-sided bolted connection[J]. Journal of Constructional Steel Research, 2013, 86, 153-166.
Authors:  Fang C.;  Lam A.C.C.;  Yam M.C.H.;  Seak K.S.
Favorite | TC[WOS]:30 TC[Scopus]:30 | Submit date:2019/02/14
Block Shear  Bolted Connection  Coped Beam  Eccentricity  Beam Connection