High-strength steel frames with SMA connections in self-centring energy-dissipation bays: insights and a multimodal nonlinear static procedure von Ke, Ke, Yam, Michael C H, Zhang, Huanyang, Lam, Angus C C, Zhou, Xuhong

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Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices von Fang, Cheng, Yam, Michael C H, Lam, Angus C C, Zhang, Yanyang

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Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts von Fang, Cheng, Yam, Michael C.H., Lam, Angus C.C., Xie, Langkun

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Numerical study and practical design of beam-to-column connections with shape memory alloys von Yam, Michael C.H., Fang, Cheng, Lam, Angus C.C., Zhang, Yanyang

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Net section resistance of bolted S690 steel angles subjected to tension von Yam, Michael CH, Ke, Ke, Jiang, Binhui, Lam, Angus CC

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Reinforcing strategies for double-coped beams against local web buckling von Fang, Cheng, Yam, Michael C.H., Lam, Angus C.C., Ke, Ke

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Repair of steel structures by bonded carbon fibre reinforced polymer patching: experimental and numerical study of carbon fibre reinforced polymer - steel double-lap joints under t... von Lam, Angus C.C, Cheng, J.J. Roger, Yam, Michael C.H, Kennedy, Gaylene D

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Study of Stress Intensity Factor of a Cracked Steel Plate with a Single-Side CFRP Composite Patching von Lam, Angus C. C, Yam, Michael C. H, Cheng, J. J. Roger, Kennedy, Gaylene D

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Design for inelastic local web buckling of coped beams von Lam, Angus C.C., Zhang, Yanyang, Qin, Yi, Yam, Michael C.H., Iu, V.P.

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Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms von Deng, Yu, Li, Zhenzhen, Zhang, Hexin, Corigliano, Alberto, Lam, Angus C.C., Hansapinyo, Chayanon, Yan, Zhitao

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Block shear failure of S275 and S690 steel angles with single-line bolted connections von Jiang, Binhui, Yam, Michael C.H., Ke, Ke, Lam, Angus C.C., Zhao, Qingyang

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Influence of shear lag on ultimate tensile capacity of angles and tees von Fang, Cheng, Lam, Angus C.C., Yam, Michael C.H.

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Block shear performance of double-line bolted S690 steel angles under uniaxial tension von Ke, Ke, Zhang, Mingyuan, Yam, Michael C.H., Lam, Angus C.C., Wang, Junjie, Jiang, Binhui

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Experimental study of the strength and behaviour of reinforced coped beams von Yam, Michael C.H., Ma, Hongwei, Lam, Angus C.C., Chung, K.F.

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A study of net-section resistance of high strength steel bolted connections von Lin, Xue-Mei, Yam, Michael C.H., Chung, Kwok-Fai, Lam, Angus C.C.

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Shear lag effect on ultimate tensile capacity of high strength steel angles von Ke, Ke, Xiong, Y.H., Yam, Michael C.H., Lam, Angus C.C., Chung, K.F.

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Performance of single-coped beam with slender web and quantification of local web buckling strength von Yam, Michael C.H., Ke, Ke, Lam, Angus C.C., Zhao, Qingyang

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Local web buckling mechanism and practical design of double-coped beam connections von Yam, Michael C.H., Fang, Cheng, Lam, Angus C.C.

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Local web buckling of single-coped beam connections with slender web von Ke, Ke, Yam, Michael C.H., Lam, Angus C.C., Chung, K.F.

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Strength and behaviour of reinforced double-coped beams against local web buckling von Lam, Angus C.C., Yam, Michael C.H., Fang, Cheng

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