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Local web buckling of double-coped steel beam connections Journal article
Fang, C., Yam, M.C.H., Lam, C. C., Liu, Y.H., Chung, K.F.. Local web buckling of double-coped steel beam connections[J]. Journal of Constructional Steel Research, 2017, 166-178.
Authors:  Fang, C.;  Yam, M.C.H.;  Lam, C. C.;  Liu, Y.H.;  Chung, K.F.
Favorite | TC[WOS]:10 TC[Scopus]:11  IF:4.0/4.2 | Submit date：2022/08/06
Double-coped Beam  Connections  Local Web Buckling  Full-scale Tests  Numerical Study  
Local web buckling mechanism and practical design of double-coped beam connections Journal article
Yam M.C.H., Fang C., Lam A.C.C.. Local web buckling mechanism and practical design of double-coped beam connections[J]. Engineering Structures, 2016, 125, 54-69.
Authors:  Yam M.C.H.;  Fang C.;  Lam A.C.C.
Favorite | TC[WOS]:11 TC[Scopus]:11 | Submit date：2019/02/14
Connections  Design Methods  Double-coped Beam  Local Web Buckling  Numerical Study  
Design for inelastic local web buckling of coped beams Journal article
Lam A.C.C., Zhang 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, 125, 173-189.
Authors:  Lam A.C.C.;  Zhang Y.;  Qin Y.;  Yam M.C.H.;  Iu V.P.
Favorite | TC[WOS]:7 TC[Scopus]:9 | Submit date：2019/02/12
Coped Beams  Design Approach  Finite Element Analysis  Inelastic Local Web Buckling  
Local web buckling mechanism and practical design of double-coped beam connections Journal article
Yam, M.C.H., Fang, C., Lam, C. C.. Local web buckling mechanism and practical design of double-coped beam connections[J]. Engineering Structures, 2016, 54-69.
Authors:  Yam, M.C.H.;  Fang, C.;  Lam, C. C.
Favorite | TC[WOS]:11 TC[Scopus]:11  IF:5.6/5.8 | Submit date：2022/08/06
Double-coped Beam  Connections  Local Web Buckling  Numerical Study  Design Methods  
Block shear strength and design of coped beams with double bolt-line connections Journal article
Lam A.C.C., Fang C., Yam M.C.H., Wang W., Iu V.P.. Block shear strength and design of coped beams with double bolt-line connections[J]. Engineering Structures, 2015, 100, 293-307.
Authors:  Lam A.C.C.;  Fang C.;  Yam M.C.H.;  Wang W.;  Iu V.P.
Favorite | TC[WOS]:15 TC[Scopus]:15 | Submit date：2019/02/12
Block Shear  Coped Steel Beams  Design  Double Bolt-line  Full-scale Tests  Reliability 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]:111 TC[Scopus]:121 | Submit date：2019/02/14
Beam-to-column Connection  Damper  Numerical Study  Ring spRing  Self-centring  Shape Memory Alloy (Sma)  Superelastic  
Numerical study and practical design of beam-to-column connections with shape memory alloys Journal article
Yam M.C.H., Fang C., Lam A.C.C., Zhang Y.. Numerical study and practical design of beam-to-column connections with shape memory alloys[J]. Journal of Constructional Steel Research, 2015, 104, 177.
Authors:  Yam M.C.H.;  Fang C.;  Lam A.C.C.;  Zhang Y.
Favorite | TC[WOS]:109 TC[Scopus]:121 | Submit date：2018/10/30
Extended End-plate Connection  Numerical Study  Recentring  Shape Memory Alloy (Sma)  
Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts Journal article
Fang C., Yam M.C.H., Lam A.C.C., Xie L.. Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts[J]. Journal of Constructional Steel Research, 2014, 94, 122.
Authors:  Fang C.;  Yam M.C.H.;  Lam A.C.C.;  Xie L.
Favorite | TC[WOS]:269 TC[Scopus]:302 | Submit date：2018/10/30
Bolts  Cyclic Loading  Extended End-plate Connection  Recentring  Shape Memory Alloy (Sma)  
Numerical study of block shear strength of coped beams bolted with angles/tee-section Conference paper
Seak K.S., Lam A.C.C., Yam M.C.H.. Numerical study of block shear strength of coped beams bolted with angles/tee-section[C]:CRC Press, 2013, 853-858.
Authors:  Seak K.S.;  Lam A.C.C.;  Yam M.C.H.
Favorite | TC[Scopus]:0 | Submit date：2019/02/14
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