UM

Browse/Search Results:  1-10 of 18 Help

Selected(0)Clear Items/Page:    Sort:
Local web buckling mechanism and practical design of double-coped beam connections Journal article
Engineering Structures, 2016,Volume: 125,Page: 54-69
Authors:  Yam M.C.H.;  Fang C.;  Lam A.C.C.
Favorite  |  View/Download:3/0  |  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
Journal of Constructional Steel Research, 2016,Volume: 125,Page: 173-189
Authors:  Lam A.C.C.;  Zhang Y.;  Qin Y.;  Yam M.C.H.;  Iu V.P.
Favorite  |  View/Download:2/0  |  Submit date:2019/02/12
Coped Beams  Design Approach  Finite Element Analysis  Inelastic Local Web Buckling  
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 A.C.C.;  Fang C.;  Yam M.C.H.;  Wang W.;  Iu V.P.
Favorite  |  View/Download:3/0  |  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
Smart Materials and Structures, 2015,Volume: 24,Issue: 7
Authors:  Fang C.;  Yam M.C.H.;  Lam A.C.C.;  Zhang Y.
Favorite  |  View/Download:3/0  |  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
Journal of Constructional Steel Research, 2015,Volume: 104,Page: 177
Authors:  Yam M.C.H.;  Fang C.;  Lam A.C.C.;  Zhang Y.
Favorite  |  View/Download:11/0  |  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
Journal of Constructional Steel Research, 2014,Volume: 94,Page: 122
Authors:  Fang C.;  Yam M.C.H.;  Lam A.C.C.;  Xie L.
Favorite  |  View/Download:5/0  |  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
From Materials to Structures: Advancement through Innovation, Sydney, Australia, December, 11-14
Authors:  Seak K.S.;  Lam A.C.C.;  Yam M.C.H.
Favorite  |  View/Download:3/0  |  Submit date:2019/02/14
Block shear strength of coped beams with single-sided bolted connection Journal article
Journal of Constructional Steel Research, 2013,Volume: 86,Page: 153-166
Authors:  Fang C.;  Lam A.C.C.;  Yam M.C.H.;  Seak K.S.
Favorite  |  View/Download:2/0  |  Submit date:2019/02/14
Beam Connection  Block Shear  Bolted Connection  Coped Beam  Eccentricity  
Influence of shear lag on ultimate tensile capacity of angles and tees Journal article
Journal of Constructional Steel Research, 2013,Volume: 84,Page: 49-61
Authors:  Fang C.;  Lam A.C.C.;  Yam M.C.H.
Favorite  |  View/Download:2/0  |  Submit date:2019/02/14
Effective Area  Reliability Analysis  Shear Lag  Tension Member  Welded Connection  
Experimental study of the strength and behaviour of reinforced coped beams Journal article
Journal of Constructional Steel Research, 2011,Volume: 67,Issue: 11,Page: 1749-1759
Authors:  Yam M.C.H.;  Ma H.;  Lam A.C.C.;  Chung K.F.
Favorite  |  View/Download:2/0  |  Submit date:2019/02/14
Coped Beams  Reinforcement Details  Stiffeners  Testing