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柯珂

发布于:2018-05-18 星期五 19:59:20 点击数:6208

基本信息

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姓名:柯珂

性别: 男

民族:汉族

职务:副教授,硕/博士生导师

地址:湖南省长沙市岳麓区湖南大学土木工程学院

E-mail:kerk.ke@outlook.com;keke@hnu.edu.cn              

教授课程:钢结构设计原理,钢结构设计原理课程设计


 

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)

工作履历

2017.2-2019.1      湖南大学        助理教授

2019.1-今         湖南大学        博士生导师 

2019.1-今         湖南大学        副教授

学术兼职

Journal of Materials in Civil Engineering ASCE

Thin-Walled Structures

Journal of Constructional Steel Research

Steel and Composite Structures

Structural Engineering and Mechanics

Advances in Structural Engineering

Advances in Civil Engineering

3D Research 

等期刊特邀审稿人


国家自然基金项目评审人

研究领域

智能材料的滞回性态;

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;


科研项目

[1] 主持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:51708197 ).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] 主研国家自然基金重大项目课题“钢结构高效抗震体系研究”(编号 51890902)(湖南大学负责人).2019-2023

[4] 主研香港政府优配研究基金项目“薄腹板切角梁的承载性态”.2016-2019

[5] 主研国家钢结构工程技术研究中心香港分中心研究项目“配置形状记忆合金及带竖缝钢板剪力墙的混合耗能跨的抗震机理”.2019-2021

[6] 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 51038008)

[7] 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 51578403)

[8] 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)


 

学术成果

                    Selected Journal Publications (Updated by April 2019)



  • Ke K, Wang W*, Yam MCH, Deng L (2019). Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions. Engineering Structures (Accepted)

  • Chen Y, Ke K* (2019). Seismic performance of high-strength-steel frame equipped with sacrificial beams of non-compact sections in energy dissipation bays. Thin-Walled Structures, 2019, 139:169-85.

  • Ke K*, Wang F, Yam MCH, Deng L, He YJ(2019). A multi-stage-based nonlinear static procedure for estimating seismic demands of steel MRFs equipped with steel slit walls. Engineering Structures (Accepted) 

  • He Q, Chen Y, Ke K*, Yam MCH, Wang W (2019). Experiment and constitutive modeling on cyclic plasticity behavior of LYP100 under large strain range. Construction and Building Materials (Accepted)

  • Ke K*, Yam MCH, Deng L (2018). “A modified DEB procedure for estimating seismic demands of multi-mode-sensitive damage-control HSSF-EDBs”. Journal of Constructional Steel Research, 150: 329-345. 

  • Ke K*, Yam MCH, Lam ACC, Chung KF (2018). “Local web buckling of single-coped beam connections with slender web”. Journal of Constructional Steel Research, 150: 543-555. 

  • Ke K*, Xiong YH, Yam MCH (2018). “Shear lag effect on ultimate tensile capacity of high strength steel angles”. Journal of Constructional Steel Research, 145: 300-314. 

  • Ke K*, Yam MCH (2018). “A performance-based damage-control design procedure of hybrid steel MRFs with EDBs”. Journal of Constructional Steel Research, 143: 46-61. 

  • Wang F, Ke K*, Zhang H, Yam MCH (2018). “Constant-ductility-based energy factor demands of oscillators with modified Clough hysteretic model”. Soil Dynamics and Earthquake Engineering, 115: 36-40. 

  • Ke K*, Zhao Q, Yam MCH (2018). “Energy factors of trilinear SDOF systems representing damage-control buildings with energy dissipation fuses subjected to near-fault earthquakes”. Soil Dynamics and Earthquake Engineering, 107: 20-34.

  • Zhao B, Ke K*, Jiang W, Wang Z (2018). “Research on out-plane flexural performance of unstiffened eccentric RHS joints”. Journal of Huazhong University of Science and Technology (Nature Science Edition), 46(7): 29-35. (EI) (in Chinese)

  • Ke K, Yam MCH, Ke S (2017). “A dual-energy-demand-indices-based evaluation procedure of damage-control frame structures with energy dissipation fuses”. Soil Dynamics and Earthquake Engineering, 95: 61-82. 

  • Ke K, Chen Y, Jia LJ (2017). “Damage-control evaluation of high strength steel frames of EDBs”. Structures and Buildings, 2017: 1-16.

  • Xiang P, Jia LJ,Ke K, Chen Y, Ge HB (2017). “Ductile cracking simulation of uncracked high strength steel using an energy approach”. Journal of Constructional Steel Research, 138: 117-130. 

  •  Fang C, Yam MCH, Lam ACC, Ke K (2017). “Reinforcing strategies for double-coped beams against local web buckling”. Engineering Structures, 152: 736-749. 

  • Ke K, Chen Y* (2016). “Seismic performance of MRFs with high strength steel main frames and EDBs”. Journal of Constructional steel Research, 126:  214-228. 

  • Ke K*, Yam MCH (2016). “Energy-factor-based damage-control evaluation of steel MRF systems with fuses”. Steel and Composite Structures, 22(3): 589-611. 

  • Ke K, Chuan G. Ke S (2016). “Seismic energy factor of self-centering systems subjected to near-fault earthquake ground motions”. Soil Dynamics and Earthquake Engineering, 84: 169-173.

  • Chen Y, He X, Ke K, Chen Y (2016). “Characteristics and technical issues on structural systems with replaceable damage-concentrated elements”. Journal of Building Structures, 37(2): 1-10.(EI) (in Chinese)

  • Ke K, Ke S, Chuan G (2015). “The energy factor of systems considering multiple yielding stages during ground motions”. Soil Dynamics and Earthquake Engineering, 71: 42-48. 

  • Ke K, Chen Y (2015). “Assessment of damage-control structures using energy factors and application in steel frames”. Journal of Building Structures, 5: 133-139. (EI) (in Chinese)

  • Chen Y, Ke K*, He X, Liu Z (2015). “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)

  • Ke K, Chen Y (2014). “Energy-based damage-control design of steel frames with steel slit walls”. Structural Engineering and Mechanics, 52(6): 1157-1176.

  • Ke K, Chen Y (2014). “Plastic-energy-based seismic assessment of steel frame-steel shear wall with slits”. Journal of Tongji University, 42(6): 830-835. (EI) (in Chinese)

  • Ke K, Zhao X, Chen Y, Luo W (2013). “Experimental study and FEM simulation on tubular sliding bearing”. Engineering Mechanics, 30(S1): 63-67.(EI)(in Chinese)

  •  Li L, Zhao X, Ke K, Chen Y (2011). “Study on axial static behavior of planar intersecting connection of CFST columns”. Journal of Harbin Institute of Technology, 43(S2): 245-249. (EI) (in Chinese)

  • Li L, Zhao X, Ke K (2011). “Static behavior of planar intersecting CFST connection in diagrid structure”. Frontier of Architecture and Civil Engineering in China, 5(3): 355-365.

  • Ke K et al. Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions. Engineering Structures (1st Revision returned)

  • Chen Y, Ke K*, Seismic performance of high-strength-steel frame equipped with sacrificial beams of non-compact sections in energy dissipation bays. Thin-walled Structures (Under minor revision) 


Selected Conference Papers (Updated by Jan 2019)


  • Ke K, Zhang H, Yam MCH Wang M (2018). “Energy factor of oscillators representing high-strength-steel moment resisting frames equipped with energy dissipation bays under repeated near-fault earthquakes”. ICSC 2018, Hong Kong.

  • Ke K, Chen Y (2018). “Progress in the high strength steel frame with energy dissipation bays for seismic applications”. First Workshop of High Performance Steel Structures Research Council (HPSSRC), Delft.

  • Ke K, Chen Y, Yam MCH (2017). “Seismic performance of high- strength-steel frame with buckling hinge beams in energy dissipation bays”. EUROSTEEL 2017, Copenhagen.

  • Yam MCH, Ke K, Lam ACC, Cheng Fang, KF (2017). “Chung An experimental investigation of local web buckling strength and behaviour of compression flange coped beam connections with slender web”. ASEM 2017,Seoul.

  • Zhao QY, Ma KJ, Shen B, Yam MCH, Ke K (2017). “Analysis of the brace axial rigidity of CHS KKX-joints with straight-pipe-cone-head”. ASEM 2017, Seoul.

  • Yam MCH, Ke K, Chung KF, Fang C (2016). “A numerical investigation of local web buckling strength and behaviour of coped beams with slender web”. Structures 2016, Jeju.

  • Ke K,Chen Y (2015). “The energy balance of high strength steel moment frames with energy dissipation bays during ground motions”. ISISS 2015, Beijing.

  • Ke K, He X, Chen Y (2015). “An approach for evaluating the damage-control behavior of steel frames with buckling restrained braces based on energy balance concept”. Stessa 2015, Shanghai.

  • Ke K, Chen Y, Chuan G (2015). “An energy-based nonlinear static procedure for estimating the seismic response of hybrid steel moment resisting frames”. Stessa 2015, Shanghai.  

  • Ke K, Chen Y (2014). “An improved energy-based nonlinear static procedure in estimating the seismic response of steel slit walls-frames”. 27th KKTHCNN Symposium on Civil Engineering, 2014, Shanghai.

  • Chen Y, Ke K (2013). “Improvement in SSWS Design and Study on the performance of steel Frame-SSWS system”. 10th International Conference on Urban Earthquake Engineering, 2013, Tokyo.

  • Ke K, Chen Y (2012). “Design method of steel plate shear wall with slits considering energy dissipation”. 15th World Conference on Earthquake Engineering, 2012, Lisbon.

  • Li L, Zhao X, Chen Y, Ke K (2011). “Static Test on Intersecting CFST Column Connection”. EUROSTEEL 2011, Budapest.

Issued Patents (Updated by Jan 2019)

  • Ke K, Zhao X, Chen. A sliding connection in building structures (103233516A) 

  • Zhou J, He B, Ke K. A spherical steel bearing (CN201320003068.6) 

  • Zhou J, He B, Ke K. A spherical steel bearing (CN201320002984.8) 



 

 

奖励与荣誉

  • 2018年 Outstanding Reviewer of Journal of Constructional Steel Research

  • 2018年 Outstanding Reviewer of Thin-Walled Structures

  • 2018年 T.K. Hsieh Best Paper Award,ICE.

  • 2017年 湖南大学讲课比赛二等奖

  • 曾获“全国结构工程会议优秀论文”、“国家奖学金”、“湖南省三好学生”、“湖南大学三好学生标兵”、“同济大学新生奖学金”、“同济大学王肇民奖学金”、“同济大学优秀博士奖学金”、“同济大学土木学院建筑工程系金海奖学金”等荣誉。