分享张金Zhang Jin讲师 扫一扫在手机打开此页面所在单位：环境与土木工程学院，工程管理 研究领域：结构动力学、结构灾变行为及系统抗灾可靠性 职????务： 18782284372zhangjin18@cdut.edu.cn695283305成都理工大学环工楼210个人简介 Introduction发表论文 Paper Publications科研项目 Research Projects 基本信息 Introduction张 金，男，工学博士，博士后，主要从事近、跨断层桥梁结构地震损伤累计机理、结构-地震动双随机作用下桥梁系统抗灾可靠性高效分析方法研究。先后主持国家自然科学青年基金、中国博士后面上科学基金、中铁二院工程集团有限公司院控项目，发表SCI/EI等高水平科研论文10余篇，负责完成天河口公路长江大桥、西昌市七彩桥抗震性能专题研究，参与完成沪通、瓯江长江大桥的抗风、抗震安全性评估工作。 荣誉称号 Academic Awards and Honors 工作经历 Work Experience2018.07- 2018.09至今， 成都理工大学， 讲师 2019.11- 2021.11至今， 中铁二院工程集团有限责任公司/河海大学 ， 博士后 个人新闻更多友情链接更多Research'gate教育经历Education Background 2008.09-2012.07，西南交通大学，土木工程，本科 2012.08-2018.03，西南交通大学，桥梁与隧道工程（硕博连读），博士研究生 2015.11-2016.11，澳大利亚科廷大学，力学与土木工程（联合培养），博士研究生 发表论文Paper Publications[1]. Jin Zhang,Ke-Jian Chen,Yong-Ping Zeng, et.al.Seismic Reliability analysis of Cable-Stayed Bridges Subjected to Spatially Varying Ground Motions,International Journal of Structural Stability and Dynamics, 2021 ,2150094 (2021):1-33 ( SCIE收录; EI收录; )[2]. 宋帅,吴元昊,徐佰顺 ,吴刚,张金.斜拉桥系统地震易损性评估的Pair Copula技术,工程力学, 2021 ,1 (2021):1-12 ( EI收录; )[3]. Jin Zhang，Ke-jian Chen，Neng-pan Ju,Shi-xiong Zheng,Hong-yu Jia.Simulation of the In Situ Spatially Varying Ground Motions and Nonlinear Seismic Response Analysis of the Cable-Stayed Bridge,Shock and Vibration, 2020 ,1 (2020):1-19 ( SCI收录; )[4]. Zhi-Qiang Chen, Shi-Xiong Zheng , Jin Zhang (Corresponding author）, Chao Dang , Kai Wei, Xi Li.Efficient seismic reliability analysis of non-linear structures under non-stationary ground motions,Soil Dynamics and Earthquake Engineering, 2020 ,139 (2020):1-14 ( SCI收录; )[5]. Jin Zhang, Kaiming Bi,Shixiong Zheng, De-Yi Zhang.Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method,Structure and Infrastructure Engineering, 2018 ,11 (14):1455-1469 ( SCI收录; )[6]. Guo, Junfeng；Zheng, Shixiong；Zhang, Jin；Zhu, Jinbo；Zhang, Longqi.Flutter reliability analysis of suspension bridges based on multiplicative dimensional reduction method,Wind & structures, 2018 ,3 (27):149-161 ( SCIE收录; )[7]. J Zhang, H Y Jia, S X Zheng, S Q Qin, K Y Zhang.Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations,Tehnicki Vjesnik-Tehnical Gazette, 2016 ,3 (26):149-161 ( SCIE收录; )[8]. 郑史雄， 张金， 贾宏宇， 张克跃， 康锐.大跨度斜拉桥多维多点随机地震激励响应分析,西南交通大学学报, 2014 ,49 (5):747-753 ()1[1]. Seismic Reliability analysis of Cable-Stayed Bridges Subjected to Spatially Varying Ground Motions.. 2021. [2]. 斜拉桥系统地震易损性评估的Pair Copula技术.. 2021. [3]. Simulation of the In Situ Spatially Varying Ground Motions and Nonlinear Seismic Response Analysis of the Cable-Stayed Bridge.. 2020. [4]. Efficient seismic reliability analysis of non-linear structures under non-stationary ground motions.. 2020. [5]. Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method.. 2018. [6]. Flutter reliability analysis of suspension bridges based on multiplicative dimensional reduction method.. 2018. [7]. Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations.. 2016. [8]. 大跨度斜拉桥多维多点随机地震激励响应分析.. 2014. [1]. Jin Zhang,Ke-Jian Chen,Yong-Ping Zeng, et.al. Seismic Reliability analysis of Cable-Stayed Bridges Subjected to Spatially Varying Ground Motions.:, 2021 [2]. 宋帅,吴元昊,徐佰顺 ,吴刚,张金. 斜拉桥系统地震易损性评估的Pair Copula技术.:, 2021 [3]. Jin Zhang，Ke-jian Chen，Neng-pan Ju,Shi-xiong Zheng,Hong-yu Jia. Simulation of the In Situ Spatially Varying Ground Motions and Nonlinear Seismic Response Analysis of the Cable-Stayed Bridge.:, 2020 [4]. Zhi-Qiang Chen, Shi-Xiong Zheng , Jin Zhang (Corresponding author）, Chao Dang , Kai Wei, Xi Li. Efficient seismic reliability analysis of non-linear structures under non-stationary ground motions.:, 2020 [5]. Jin Zhang, Kaiming Bi,Shixiong Zheng, De-Yi Zhang. Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method.:, 2018 [6]. Guo, Junfeng；Zheng, Shixiong；Zhang, Jin；Zhu, Jinbo；Zhang, Longqi. Flutter reliability analysis of suspension bridges based on multiplicative dimensional reduction method.:, 2018 [7]. J Zhang, H Y Jia, S X Zheng, S Q Qin, K Y Zhang. Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations.:, 2016 [8]. 郑史雄， 张金， 贾宏宇， 张克跃， 康锐. 大跨度斜拉桥多维多点随机地震激励响应分析.:, 2014 [1]. . Seismic Reliability analysis of Cable-Stayed Bridges Subjected to Spatially Varying Ground Motions. . , 2021.09.13 [2]. . 斜拉桥系统地震易损性评估的Pair Copula技术. . , 2021.09.13 [3]. . Simulation of the In Situ Spatially Varying Ground Motions and Nonlinear Seismic Response Analysis of the Cable-Stayed Bridge. . , 2021.09.13 [4]. . Efficient seismic reliability analysis of non-linear structures under non-stationary ground motions. . , 2021.09.13 [5]. . Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method. . , 2021.09.13 [6]. . Flutter reliability analysis of suspension bridges based on multiplicative dimensional reduction method. . , 2021.09.13 [7]. . Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations. . , 2021.09.13 [8]. . 大跨度斜拉桥多维多点随机地震激励响应分析. . , 2021.09.13 [1] .. Seismic Reliability analysis of Cable-Stayed Bridges Subjected to Spatially Varying Ground Motions.,2021.09.13 [2] .. 斜拉桥系统地震易损性评估的Pair Copula技术.,2021.09.13 [3] .. Simulation of the In Situ Spatially Varying Ground Motions and Nonlinear Seismic Response Analysis of the Cable-Stayed Bridge.,2021.09.13 [4] .. Efficient seismic reliability analysis of non-linear structures under non-stationary ground motions.,2021.09.13 [5] .. Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method.,2021.09.13 [6] .. Flutter reliability analysis of suspension bridges based on multiplicative dimensional reduction method.,2021.09.13 [7] .. Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations.,2021.09.13 [8] .. 大跨度斜拉桥多维多点随机地震激励响应分析.,2021.09.13 [1]. Seismic Reliability analysis of Cable-Stayed Bridges Subjected to Spatially Varying Ground Motions.:2021.09 - 2021.09 [2]. 斜拉桥系统地震易损性评估的Pair Copula技术.:2021.09 - 2021.09 [3]. Simulation of the In Situ Spatially Varying Ground Motions and Nonlinear Seismic Response Analysis of the Cable-Stayed Bridge.:2021.09 - 2021.09 [4]. Efficient seismic reliability analysis of non-linear structures under non-stationary ground motions.:2021.09 - 2021.09 [5]. Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method.:2021.09 - 2021.09 [6]. Flutter reliability analysis of suspension bridges based on multiplicative dimensional reduction method.:2021.09 - 2021.09 [7]. Analysis of a high-pier railway bridge under spatial stochastic stationary and non-stationary earthquake excitations.:2021.09 - 2021.09 [8]. 大跨度斜拉桥多维多点随机地震激励响应分析.:2021.09 - 2021.09 1出版专著Published Books11科技奖励Science&Tech Awards11发明专利Patents11软件著作权Software Copyrights11科研项目Research Projects[1]. .中国博士后科学基金面上项目,, 2020 , : ()[2]. .跨断层近场区铁路桥梁地震动场人工模拟与工程策略研究,, 2020 , : ()[3]. .国家自然科学青年基金,, 2020 , : ()[4]. .成都理工大学科研启动基金,, 2019 , : ()[5]. .成都理工大学骨干教师基金,, 2019 , : ()1[1]. 中国博士后科学基金面上项目.. 2020. 国家级 [2]. 跨断层近场区铁路桥梁地震动场人工模拟与工程策略研究.. 2020. 中铁二院院控项目 [3]. 国家自然科学青年基金.. 2020. 国家级 [4]. 成都理工大学科研启动基金.. 2019. 校级 [5]. 成都理工大学骨干教师基金.. 2019. 校级 [1]. . 中国博士后科学基金面上项目.:, 2020 [2]. . 跨断层近场区铁路桥梁地震动场人工模拟与工程策略研究.:, 2020 [3]. . 国家自然科学青年基金.:, 2020 [4]. . 成都理工大学科研启动基金.:, 2019 [5]. . 成都理工大学骨干教师基金.:, 2019 [1]. . 中国博士后科学基金面上项目. 国家级. , 2021.09.13 [2]. . 跨断层近场区铁路桥梁地震动场人工模拟与工程策略研究. 中铁二院院控项目. , 2021.09.13 [3]. . 国家自然科学青年基金. 国家级. , 2021.09.13 [4]. . 成都理工大学科研启动基金. 校级. , 2021.09.13 [5]. . 成都理工大学骨干教师基金. 校级. , 2021.09.13 [1] .. 中国博士后科学基金面上项目.,2021.09.13 [2] .. 跨断层近场区铁路桥梁地震动场人工模拟与工程策略研究.,2021.09.13 [3] .. 国家自然科学青年基金.,2021.09.13 [4] .. 成都理工大学科研启动基金.,2021.09.13 [5] .. 成都理工大学骨干教师基金.,2021.09.13 [1]. 中国博士后科学基金面上项目.纵向:2020.05 - 2022.05 [2]. 跨断层近场区铁路桥梁地震动场人工模拟与工程策略研究.纵向:2020.01 - 2021.12 [3]. 国家自然科学青年基金.纵向:2021.01 - 2023.12 [4]. 成都理工大学科研启动基金.纵向:2019.01 - 2020.12 [5]. 成都理工大学骨干教师基金.纵向:2019.05 - 2020.12 1相关资源均是用户自行上传分享，仅供学术交流之用?2019 环境与土木工程学院地质灾害防治与地质环境保护国家重点实验室技术支持：应子科技（成都）有限公司