导师姓名：柯珂
性别：男
人气指数：86

所属院校：湖南大学
所属院系：土木工程学院
职称：助理教授
导师类型：硕导
招生专业：结构工程
研究领域： 钢结构抗震；可恢复抗震结构结构；损伤控制结构；基于SMA的自复位结构；高强钢在抗震结构中的... [展开]


研究领域： 钢结构抗震；可恢复抗震结构结构；损伤控制结构；基于SMA的自复位结构；高强钢在抗震结构中的应用；薄腹切角梁的承载特性；柔性体系新型滑移节点； [收起]




通讯方式 :
电子邮件：keke@hnu.edu.cn
通讯地址：湖南省长沙市岳麓区湖南大学土木工程学院


科研工作 :
工作履历：2017.2-今 湖南大学 助理教授研究概况[1] 主持负责国家自然科学基金青年科学基金项目:钢框架中自复位耗能跨的滞回性能性能及抗震机理研究（编号：** ），2018-2020[2] 主持湖南大学青年教师成长计划: 钢框架中耗能跨的抗震性能及设计方法. 2017-2020[3] 参与国家自然科学基金重点项目“动力荷载下基于全程耗能机制的钢结构性态与设计方法”（编号 **）[4] 参与国家自然科学基金项目“可更换损伤元钢框架结构抗震机理与设计方法”（编号 **）[5] 参与科技部国家重点实验室基础研究资助项目“弹性主框架-损伤核构件复合框架系统的抗震性能研究”（编号 SLDRCE14-A-03）
Journal Publications Ke K, Yam MCH. A performance-based damage-control design procedure of hybrid steel MRFs with EDBs. Journal of Constructional Steel Research. 2018, 143:46-61.Ke K, Zhao Q, Yam M C H, Ke S. Energy factors of trilinear SDOF systems representing damage-control buildings with energy dissipation fuses subjected to near-fault earthquakes. Soil Dynamics and Earthquake Engineering, 2018, 107: 20-34.Ke K, Yam MCH, Ke S. A dual-energy-demand-indices-based evaluation procedure of damage-control frame structures with energy dissipation fuses. Soil Dynamics and Earthquake Engineering. 2017, 95:61-82.Cheng F, Yam MCH, Lam ACC, Ke K. Reinforcing strategies for double-coped beams against local web buckling. Engineering Structures. 2017, 152:736-749.Ke K, Chen Y, Jia LJ. Damage-control evaluation of high-strength steel frames with energy dissipation bays. Structures and Buildings. 2017:1-16.Ke K, Chen Y. Seismic performance of MRFs with high strength steel main frames and EDBs. Journal of Constructional Steel Research. 2016 126: 214-228.Ke K, Ke S, Chuan G. The energy factor of systems considering multiple yielding stages during ground motions. Soil Dynamics and Earthquake Engineering. 2015, 71: 42-48.Ke K, Chuan G. Ke S. Seismic energy factor of self-centering systems subjected to near-fault earthquake ground motions. Soil Dynamics and Earthquake Engineering. 2016, 84:169-173.Ke K, Yam MCH. Energy-factor-based damage-control evaluation of steel MRF systems with fuses. Steel and Composite Structures 2016 22(3): 589-611. Ke K, Chen Y. Energy-based damage-control design of steel frames with steel slit walls. Structural Engineering and Mechanics. 2014, 52(6): 1157-1176.Ke K, Chen Y. Plastic-energy-based seismic assessment of steel frame-steel shear wall with slits. Journal of Tongji University, 2014, 42(6): 830-835. (EI) (in Chinese)Ke K, Zhao X, Chen Y, Luo W. Experimental study and FEM simulation on tubular sliding bearing. Engineering Mechanics. 2013,30(S1): 63-67.(EI)(in Chinese)Ke K, Chen Y. Assessment of damage-control structures using energy factors and application in steel frames. Journal of Building Structures.2015,5:133-139. (EI) (in Chinese)Chen Y, Ke K*, He X, Liu Z. Experimental study on seismic performance of high strength moment resisting frames installed with energy dissipation beams. Journal of Building Structures. 36(11): 1-9 (EI) (in Chinese) Li L, Zhao X, Ke K, Chen Y. Study on axial static behavior of planar intersecting connection of CFST columns. Journal of Harbin Institute of Technology. 2011, 43(S2) :245-249. (EI) (in Chinese)Chen Y, He X, Ke K, Chen Y. Characteristics and technical issues on structural systems with replaceable damage-concentrated elements. Journal of Building Structures. 2016, 37(2): 1-10.(EI) (in Chinese)
Conference Proceedings：Yam MCH, Ke K, Chung KF, Fang C. A numerical investigation of local web buckling strength and behaviour of coped beams with slender web. Structures 16, Jeju.Ke K, Chen Y. Design method of steel plate shear wall with slits considering energy dissipation, 15th World Conference on Earthquake Engineering. 2012.Ke K, He X, Chen Y. An approach for evaluating the damage-control behavior of steel frames with buckling restrained braces based on energy balance concept, Stessa2015Ke K, Chen Y, Chuan G. An energy-based nonlinear static procedure for estimating the seismic response of hybrid steel moment resisting frames, Stessa2015Ke K, Chen Y. An improved energy-based nonlinear static procedure in estimating the seismic response of steel slit walls-frames, 27th KKTHCNN Symposium on Civil Engineering, ShanghaiChen Y, Ke K. Improvement in SSWS Design and Study on the performance of steel Frame-SSWS system, 10th International Conference on Urban Earthquake Engineering.Ke K，Chen Y. The energy balance of high strength steel moment frames with energy dissipation bays during ground motions.ISISS2015. Li L, Zhao X, Ke K. Static behavior of planar intersecting CFST connection in diagrid structure. Frontier of Architecture and Civil Engineering in China, 2011,5(3):355-365. Li L, Zhao X, Chen Y, Ke K. Static Test on Intersecting CFST Column Connection: EUROSTEEL 2011, Budapest, 2011.
Patents： Ke K, Zhao X, Chen. A sliding connection in building structures (**A) (issued)Zhou J, He B, Ke K. A spherical steel bearing (CN**8.6) (Issued)Zhou J, He B, Ke K. A spherical steel bearing (CN**4.8) (Issued)

教育背景 :
2016.3-2017.2 香港理工大学 Research Associate，Postdoctoral Fellow ；2010.9-2016.10 同济大学 结构工程 工学博士（免试直接攻博，导师： 陈以一 教授） ；2006.9-2010.6 湖南大学 土木工程 工学学士（专业排名：1）