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浏览/检索结果: 共11条，第1-10条 帮助 已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择发表日期升序发表日期降序提交时间升序提交时间降序题名升序题名降序作者升序作者降序 Experiment and constitutive modeling on cyclic plasticity behavior of LYP100 under large strain range 期刊论文 CONSTRUCTION AND BUILDING MATERIALS, 2019, 卷号: Vol.202, 页码: 507-521 作者:  He, Q;  Chen, YY;  Ke, K;  Yam, MCH;  Wang, W 收藏  |  浏览/下载：10/0  |  提交时间：2019/12/17 Cyclic plasticity  Constitutive model  LYP100  Strain range dependence   A multi-stage-based nonlinear static procedure for estimating seismic demands of steel MRFs equipped with steel slit walls 期刊论文 ENGINEERING STRUCTURES, 2019, 卷号: Vol.183, 页码: 1091-1108 作者:  Ke, K;  Wang, FM;  Yam, MCH;  Deng, L;  He, YJ 收藏  |  浏览/下载：56/0  |  提交时间：2019/12/17 Steel slit wall  Multi-yielding stages  Pushover analysis  Energy-based procedure  Trilinear hysteretic model   Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions 期刊论文 ENGINEERING STRUCTURES, 2019, 卷号: Vol.191, 页码: 598-610 作者:  Ke, K;  Wang, W;  Yam, MCH;  Deng, L 收藏  |  浏览/下载：10/0  |  提交时间：2019/12/17 High strength steel  Energy dissipation bay  Residual displacement ratio  Trilinear oscillator  Empirical formula   Experiment and constitutive modeling on cyclic plasticity behavior of LYP100 under large strain range. 期刊论文 Construction & Building Materials, 2019, 卷号: Vol.202, 页码: 507-521 作者:  He, Q;  Chen, YY;  Ke, K;  Yam, MCH;  Wang, W 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/17 Constitutive model  Cyclic plasticity  LYP100  Strain range dependence   Constant-ductility-based energy factor demands of oscillators with modified Clough hysteretic model. 期刊论文 Soil Dynamics & Earthquake Engineering, 2018, 卷号: Vol.115, 页码: 36-40 作者:  Wang, FM;  Ke, K;  Zhang, HY;  Yam, MCH 收藏  |  浏览/下载：4/0  |  提交时间：2019/12/26 PHYSICAL constants  *PARAMETER estimation  *GEOLOGIC faults  *EARTHQUAKE damage  *MODULAR construction   A modified DEB procedure for estimating seismic demands of multi-mode-sensitive damage-control HSSF-EDBs 期刊论文 JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 卷号: Vol.150, 页码: 329-345 作者:  Ke, K;  Yam, MCH;  Deng, L;  Zhao, QY 收藏  |  浏览/下载：8/0  |  提交时间：2019/12/26 Steel moment-resisting frame  High-strength steel  Energy dissipation bay  Multi-mode  Energy demand indices  Nonlinear static procedure   Local web buckling of single-coped beam connections with slender web 期刊论文 JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 卷号: Vol.150, 页码: 543-555 作者:  Ke, K;  Yam, MCH;  Lam, ACC;  Chung, KF 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/26 Single-coped beam connection  Slender web  Local web buckling  Experiment  Finite element analysis   A performance-based damage-control design procedure of hybrid steel MRFs with EDBs 期刊论文 Journal of Constructional Steel Research, 2018, 卷号: Vol.143, 页码: 46-61 作者:  Ke, K;  Yam, MCH 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/26 Hybrid  steel  Energy  dissipation  bay  Damage-control  Energy  balance   Shear lag effect on ultimate tensile capacity of high strength steel angles 期刊论文 Journal of Constructional Steel Research, 2018, 卷号: Vol.145, 页码: 300-314 作者:  Ke, K;  Xiong, YH;  Yam, MCH;  Lam, ACC;  Chung, KF 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/26 Shear  lag  High  strength  steel  Tension  angle  Experiment  Design  method   A dual-energy-demand-indices-based evaluation procedure of damage-control frame structures with energy dissipation fuses 期刊论文 Soil Dynamics and Earthquake Engineering, 2017, 卷号: Vol.95, 页码: 61-82 作者:  Ke, K;  Yam, MCH;  Ke, SZ 收藏  |  浏览/下载：5/0  |  提交时间：2019/12/31 Energy demand indices  Energy factor  Cumulative ductility  Pushover analysis  Damage-control  Structural fuse