鍾劍檢視原始碼討論檢視歷史
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鍾劍，男，合肥工業大學土木與水利工程學院副教授。
人物履歷
教育背景
2010/09–2015/12，同濟大學，橋樑與隧道工程，博士
2014/01–2015/01，佐治亞理工，結構工程，聯合培養博士
2006/09–2010/06，浙江大學，土木工程，學士
工作經歷
2016/03–2018/12，合肥工業大學，土木與水利工程學院，講師
2019/01–至 今，合肥工業大學，土木與水利工程學院，副教授
2020/10–至 今，合肥工業大學，土木與水利工程學院，道路與橋樑工程系副主任
科研項目
[1] 國家自然科學基金面上項目，近斷層橋樑網絡系統地震損傷機理及韌性提升方法研究，52178135，2022/01-2025/12，主持；
[2] 國家自然科學基金青年基金，考慮地震動空間效應的斜拉橋風險分析及減震策略研究，51608161，2017/01-2019/12，主持；
[3] 斜拉橋斜向阻尼體系試驗研究及抗震性能評估，合肥工業大學學術提升B計劃，JZ2020HGTB0064，2020-2022，主持；
[4] 中國博士後科學基金面上項目，考慮地震動空間變異性的斜拉橋概率性地震損傷研究，2016M602007，2017/01-2019/12，主持；
[5] 安徽省重點實驗室基金，考慮地震動空間效應的大跨度斜拉橋阻尼器抗震性能研究，PA2019GDPK0041，2019-2020,主持；
[6] 校博士專項科研基金，多點激勵作用下斜拉橋減隔震策略研究，JZ2016HGBZ0786，2016/05-2018/05，主持。
獲獎情況
[1] 山區高速公路非規則橋樑抗震設計關鍵問題研究，安徽省交通科技進步獎一等獎，2017，排名8/15
[2] 基於地震易損性的超大跨徑柱式塔斜拉橋斜置阻尼體系研究，安徽省交通科技進步獎一等獎，2019，排名8/15
學術成果
[1] Pang, Yutao; He, Wei; Zhong, Jian*; Risk-based design and optimization of shape memory alloy restrained sliding bearings for highway bridges under near-fault ground motions, Engineering Structures, 2021,241. doi.org/10.1016/j.engstruct.2021.112421.
[2] Pang, Yutao; Zhou, Xiaoyong; He, Wei; Zhong, Jian*; Hui, Ouyang; Uniform Design-Based Gaussian Process Regression for Data-Driven Rapid Fragility Assessment of Bridges, Journal of Structural Engineering, 2021, 147(4): 0-04021008.
[3] Zhong, Jian; Wan, Hua-Ping* ; Yuan, Wancheng; He, Min; Ren, Wei-Xin*; Risk-informed sensitivity analysis and optimization of seismic mitigation strategy using Gaussian process surrogate model , Soil Dynamics and Earthquake Engineering, 2020, 138: 0-106284.
[4] Pang Yutao, Cai Li, Zhong Jian*. Seismic performance evaluation of fiber-reinforced concrete bridges under near-fault and far-fault ground motions. Structures, 2020, 28, 1366-1383.
[5] Zhong Jian, Jiang Linwei, Pang yutao, Yuan Wancheng. Near-fault seismic risk assessment of simply supported bridges. Earthquake Spectra, 2020, 36(4), 1645-1669.
[6] Liu Xiaoxian, Li Jianzhong, Tsang Hing-Ho, Wang Jingfeng, Zhong Jian. Experimental evaluation of seismic performance of unbonded prestressed reinforced concrete column. Engineering Structures. 2020,208.
[7] Jiang, Linwei., Zhong, Jian*, Yuan, Wancheng; The pulse effect on the isolation device optimization of simply supported bridges in near-fault regions. Structures, 2020,27: 853-867.
[8] Guo J J, Zhong J, Dang X Z, Yuan W C. Seismic performance assessment of a curved bridge equipped with a new type spring restrainer [J]. Engineering Structures, 2017, 151:105-114.
[9] Zhong Jian, Jeon J S, Shao YH, Chen L. Optimal Intensity Measures in Probabilistic Seismic Demand Models of Cable-Stayed Bridges Subjected to Pulse-Like Ground Motions [J]. Journal of Bridge Engineering, 2019, 24(2).
[10] Zhong J, Jeon J.S., Ren W. Risk assessment for a long-span cable-stayed bridge subjected to multiple support excitations [J]. Engineering Structures, 2018, 176:220-230.
[11] Zhong J, Jeon J S, Yuan W C, DesRoches R. Impact of Spatial Variability Parameters on Seismic Fragilities of a Cable-Stayed Bridge Subjected to Differential Support Motions [J]. Journal of Bridge Engineering, 2017, 22(6):04017013.
[12] 鍾劍,萬華平,任偉新,袁萬城.全概率理論斜拉橋地震風險分析[J].振動工程學報,2018,31(04):654-661.
[13] 鍾劍, 任偉新, 萬華平, 袁萬城，兩水準地震設防下的斜拉橋體系易損性分析[J].中國公路學報，2017 30(12):101-109
[14] 馬凱,鍾劍,袁萬城,黨新志.非一致地震激勵下飄浮體系斜拉橋易損性分析[J].同濟大學學報(自然科學版),2017,45(12):1744-1754.
[15] 萬華平,鍾劍 等.考慮替代模型不確定性的結構動力特性全局敏感性分析[J].應用數學和力學,2018,39(01):1-10. [1]