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| 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：9/0 | TC[WOS]:5 TC[Scopus]:6 | 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：7/0 | TC[WOS]:1 TC[Scopus]:3 | 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：11/0 | TC[WOS]:8 TC[Scopus]:8 | 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：25/0 | TC[WOS]:31 TC[Scopus]:43 | 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：22/0 | TC[WOS]:46 TC[Scopus]:60 | 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：15/0 | TC[WOS]:107 TC[Scopus]:138 | 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：16/0 | TC[WOS]:0 TC[Scopus]: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：7/0 | TC[WOS]:21 TC[Scopus]:21 | 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：8/0 | TC[WOS]:6 TC[Scopus]:6 | 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：6/0 | TC[WOS]:10 TC[Scopus]:12 | Submit date：2019/02/14
Coped Beams Reinforcement Details Stiffeners Testing |
