湖南大學(xué)土木工程學(xué)院導(dǎo)師：柯珂 正文

[導(dǎo)師姓名]
柯珂

[所屬院校]
湖南大學(xué)

[基本信息]
導(dǎo)師姓名：柯珂
性別：男
人氣指數(shù)：1076
所屬院校：湖南大學(xué)
所屬院系：土木工程學(xué)院
職稱(chēng)：助理教授
導(dǎo)師類(lèi)型：碩導(dǎo)
招生專(zhuān)業(yè)：結(jié)構(gòu)工程
研究領(lǐng)域：鋼結(jié)構(gòu)抗震；可恢復(fù)抗震結(jié)構(gòu)結(jié)構(gòu)；損傷控制結(jié)構(gòu)；基于SMA的自復(fù)位結(jié)構(gòu)；高強(qiáng)鋼在抗震結(jié)構(gòu)中的...

[通訊方式]
電子郵件：keke@hnu.edu.cn
通訊地址：湖南省長(zhǎng)沙市岳麓區(qū)湖南大學(xué)土木工程學(xué)院

[個(gè)人簡(jiǎn)述]


[科研工作]
工作履歷：2017.2-今 湖南大學(xué) 助理教授研究概況[1] 主持負(fù)責(zé)國(guó)家自然科學(xué)基金青年科學(xué)基金項(xiàng)目:鋼框架中自復(fù)位耗能跨的滯回性能性能及抗震機(jī)理研究（編號(hào)：51708197 ），2018-2020[2] 主持湖南大學(xué)青年教師成長(zhǎng)計(jì)劃: 鋼框架中耗能跨的抗震性能及設(shè)計(jì)方法. 2017-2020[3] 參與國(guó)家自然科學(xué)基金重點(diǎn)項(xiàng)目“動(dòng)力荷載下基于全程耗能機(jī)制的鋼結(jié)構(gòu)性態(tài)與設(shè)計(jì)方法”（編號(hào) 51038008）[4] 參與國(guó)家自然科學(xué)基金項(xiàng)目“可更換損傷元鋼框架結(jié)構(gòu)抗震機(jī)理與設(shè)計(jì)方法”（編號(hào) 51578403）[5] 參與科技部國(guó)家重點(diǎn)實(shí)驗(yàn)室基礎(chǔ)研究資助項(xiàng)目“彈性主框架-損傷核構(gòu)件復(fù)合框架系統(tǒng)的抗震性能研究”（編號(hào) 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 (103233516A) (issued)Zhou J, He B, Ke K. A spherical steel bearing (CN201320003068.6) (Issued)Zhou J, He B, Ke K. A spherical steel bearing (CN201320002984.8) (Issued)

[教育背景]
2016.3-2017.2 香港理工大學(xué) Research Associate，Postdoctoral Fellow ；
2010.9-2016.10 同濟(jì)大學(xué) 結(jié)構(gòu)工程 工學(xué)博士（免試直接攻博，導(dǎo)師： 陳以一 教授） ；
2006.9-2010.6 湖南大學(xué) 土木工程 工學(xué)學(xué)士（專(zhuān)業(yè)排名：1） 以上老師的信息來(lái)源于學(xué)校網(wǎng)站，如有更新或錯(cuò)誤，請(qǐng)聯(lián)系我們進(jìn)行更新或刪除，聯(lián)系方式

湖南大學(xué)

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