المؤلفون: Ke, K, Zhao, Q, Yam, MCH, Ke, S

المساهمون: Department of Building and Real Estate

مصطلحات موضوعية: Damage-control, Energy dissipation fuse, Energy factor, Near-fault earthquake, Trilinear systems

العلاقة: http://hdl.handle.net/10397/103409Test; 20; 34; 107; 2-s2.0-85044669168; BRE-0792; 6831613

الإتاحة: https://doi.org/10.1016/j.soildyn.2017.12.023Test
http://hdl.handle.net/10397/103409Test

المؤلفون: Ke, K, Yam, MCH

المساهمون: Department of Building and Real Estate

مصطلحات موضوعية: Damage-control, Energy balance, Energy dissipation bay, Hybrid steel

العلاقة: http://hdl.handle.net/10397/103408Test; 46; 61; 143; 2-s2.0-85039736765; BRE-0790; 6809078

الإتاحة: https://doi.org/10.1016/j.jcsr.2017.12.011Test
http://hdl.handle.net/10397/103408Test

المؤلفون: Ke, K, Yam, MCH, Deng, L, Zhao, Q

المساهمون: Department of Building and Real Estate

مصطلحات موضوعية: Energy demand indices, Energy dissipation bay, High-strength steel, Multi-mode, Nonlinear static procedure, Steel moment-resisting frame

العلاقة: http://hdl.handle.net/10397/103380Test; 329; 345; 150; 2-s2.0-85052881224; BRE-0704

الإتاحة: https://doi.org/10.1016/j.jcsr.2018.08.024Test
http://hdl.handle.net/10397/103380Test

المؤلفون: Wang, F, Ke, K, Zhang, H, Yam, MCH

المساهمون: Department of Building and Real Estate

مصطلحات موضوعية: Energy factor, Modified Clough model, Near-fault ground motion, Seismic design

العلاقة: http://hdl.handle.net/10397/103374Test; 36; 40; 115; 2-s2.0-85051819687; BRE-0691

الإتاحة: https://doi.org/10.1016/j.soildyn.2018.08.014Test
http://hdl.handle.net/10397/103374Test

المؤلفون: Ke, K, Wang, W, Yam, MCH, Deng, L

المساهمون: Department of Building and Real Estate

مصطلحات موضوعية: Empirical formula, Energy dissipation bay, High strength steel, Residual displacement ratio, Trilinear oscillator

العلاقة: http://hdl.handle.net/10397/103321Test; 598; 610; 191; 2-s2.0-85065020381; BRE-0554

الإتاحة: https://doi.org/10.1016/j.engstruct.2019.04.054Test
http://hdl.handle.net/10397/103321Test

المؤلفون: Ke, K, Yam, MCH, Ke, S

المساهمون: Department of Building and Real Estate

مصطلحات موضوعية: Cumulative ductility, Damage-control, Energy demand indices, Energy factor, Pushover analysis, Structural fuse

العلاقة: http://hdl.handle.net/10397/103455Test; 61; 82; 95; 2-s2.0-85011320133; BRE-0962; 6719357

الإتاحة: https://doi.org/10.1016/j.soildyn.2017.01.025Test
http://hdl.handle.net/10397/103455Test

المؤلفون: Ke, K, Xiong, YH, Yam, MCH, Lam, ACC, Chung, KF

المساهمون: Department of Building and Real Estate, Department of Civil and Environmental Engineering

مصطلحات موضوعية: Design method, Experiment, High strength steel, Shear lag, Tension angle

العلاقة: http://hdl.handle.net/10397/103401Test; 300; 314; 145; 2-s2.0-85042923545; BRE-0773; 6825359

الإتاحة: https://doi.org/10.1016/j.jcsr.2018.02.015Test
http://hdl.handle.net/10397/103401Test

المؤلفون: Ke, K, Wang, F, Yam, MCH, Deng, L, He, Y

المساهمون: Department of Building and Real Estate

مصطلحات موضوعية: Energy-based procedure, Multi-yielding stages, Pushover analysis, Steel slit wall, Trilinear hysteretic model

العلاقة: http://hdl.handle.net/10397/103346Test; 1091; 1108; 183; 2-s2.0-85061014594; BRE-0622

الإتاحة: https://doi.org/10.1016/j.engstruct.2019.01.029Test
http://hdl.handle.net/10397/103346Test

المؤلفون: He, Q, Chen, Y, Ke, K, Yam, MCH, Wang, W

المساهمون: Department of Building and Real Estate

مصطلحات موضوعية: Constitutive model, Cyclic plasticity, LYP100, Strain range dependence

العلاقة: http://hdl.handle.net/10397/103344Test; 507; 521; 202; 2-s2.0-85059954847; BRE-0618

الإتاحة: https://doi.org/10.1016/j.conbuildmat.2018.12.146Test
http://hdl.handle.net/10397/103344Test

المؤلفون: Ke, K, Yam, MCH, Zhang, H, Lam, ACC, Zhou, X

المساهمون: Department of Building and Real Estate

مصطلحات موضوعية: Energy dissipation bay, High strength steel, Nonlinear static procedure, Self-centring, Shape memory alloy

العلاقة: http://hdl.handle.net/10397/103160Test; 29; 12; 2-s2.0-85096747307; 125020; BRE-0218

الإتاحة: https://doi.org/10.1088/1361-665X/abc147Test
http://hdl.handle.net/10397/103160Test