分享陈臻林Chen Zhenlin教授 / 硕导 扫一扫在手机打开此页面所在单位：环境与土木工程学院，工程力学系 研究领域：工程结构抗震加固和高边坡动力稳定性评价 职????务： 环境与土木工程学院副院长 hustchzl@hotmail.com个人简介 Introduction发表论文 Paper Publications科研项目 Research Projects 基本信息 Introduction? ? ? ? 土木工程专业教授，硕士生导师，四川省学术和技术带头人后备人选，国际工程地质学会(IAEG)会员、四川省力学协会理事、西南地区基础力学与工程应用协会理事、机械工程学会无损检测分会委员。2000年7月获华中科技大学工程力学学士学位，2006年获南洋理工大学，结构力学博士学位。 ? ? ? ? 主讲《理论力学》、《计算固体力学》、《材料力学》、《专业英语》和《弹塑性力学》。主要从事结构抗震、地震动作用下复杂地质条件边坡的动力特性等研究工作。专长于工程结构抗震加固，大型结构的动力响应的精细时程积分算法研究，高边坡动力稳定性评价，以及高边坡内部岩体破裂机理和滑坡启动机制分析等。 ? ? ? ? 近5年共主持6项科研基金，其中国家自然科学基金2项；地灾国家重点实验室的自主课题2项；成都理工大学人才启动项目1项、创新团队项目（优秀科研创新团队）1项。参与主研国家自然基金创新团队项目1项。发表论文30余篇，出版教材2部。先后获得成都理工大学“三育人”（2014年）和“育人十佳”（2016年）称号，2016年获得成都理工大学教学成果奖二等奖，2018年、2019年均获得四川省大学生力学竞赛省级优秀指导教师。2019年获成都理工大学“优秀共产党员”称号。 主要研究方向： 一、精细时程积分数值算法研究 基于Krylov子空间迭代法、培德级数及维度扩展法，提出了一种新的精细时程积分算法，可以高效计算大型动力系统的动力响应。该方法可以用于地震载荷作用下的结构动力时程响应分析；桥梁在载重车辆通过时产生的振动分析；高层建筑在风力影响下的驰振效应；非线性热传导方程求解等问题。 二、含复杂岩质边坡动力时程及稳定性研究 主要研究复杂地质边坡在地震波作用下的边坡内部物理特性的变化规律，以及软弱层力学参数变化导致边坡整体稳定性变化的影响机理。 三、?岩体损伤和岩体强度动态演化规律研究 通过研究强震作用下层状岩质边坡内部动力损伤特征和岩体强度的动态演化机制，探讨边坡内部非协调变形对岩体破裂模式的影响规律及滑坡启动机理。 荣誉称号 Academic Awards and Honors 工作经历 Work Experience2016.10- 2018.03至今， 成都理工大学， 教授 2009.10- 2016.10至今， 成都理工大学， 副教授 2008.10- 2009.10至今， 成都理工大学， 讲师 个人新闻更多友情链接更多教育经历Education Background 1996.09-2000.07，华中科技大学，工程力学，本科 1999.09-2001.07，华中科技大学，固体力学，硕士研究生 2001.10-2006.03，南洋理工大学，结构力学，博士研究生 发表论文Paper Publications[1]. Zhenlin Chena, Xiao Hu*, Xiangbo Bu.Effect of Weak Intercalation on Failure Mode of Rock Slopes under Seismic Excitation,Natural Hazards, 2021 ,105 (1):363 ( SCIE收录; )[2]. Kesong Ni, Youjun Ning, Jun Yang, Zhenlin Chen.Contact detection by the contact theory in 2D-DDA for arbitrary polygonal blocks,Engineering Analysis with Boundary Elements, 2020 ,119 (1):203 ( SCIE收录; )[3]. 陈臻林.Improved Krylov Precise Time Integration Algorithm for Structural Dynamic Equations,AIAA Journal, 2019 ,57 (8):3548 ( SCIE收录; )[4]. 陈臻林，任欢，甯尤军.含裂隙非饱和土体的变形与渗流耦合的二维解析分析,地质灾害与环境保护, 2019 ,30 (4):29 ( 一般期刊; )[5]. 徐淑珍，陈臻林.土质边坡稳定性的能量方法研究,地质灾害与环境保护, 2018 ,29 (2):84 ( 一般期刊; )[6]. Chen Zhen-Lin; Hu Xiao; Xu Qiang.Experimental study of motion characteristics of rock slopes with weak intercalation under seismic excitation,JOURNAL OF MOUNTAIN SCIENCE, 2016 ,13 (3):546-556 ( SCI收录; CSCD收录; )[7]. Wang Xiao-qun; Chen Zhen-lin; Zhou Zhou; Shen Man.Variation of cavity gas pressure in slopes with weak intercalation under seismic load,JOURNAL OF MOUNTAIN SCIENCE, 2016 ,13 (2):352-360 ( SCI收录; )[8]. Chen Zhen-lin; Xu Qiang; Hu Xiao.Study on dynamic response of the "Dualistic" structure rock slope with seismic wave theory,JOURNAL OF MOUNTAIN SCIENCE, 2013 ,10 (6):996-1007 ( SCI收录; )[9]. Chen Zhenlin; Xu Qiang; Hu Xiao.Study on Dynamic Response of the Dualistic Structure Rock Slope with Seismic Wave Theory,山地科学学报, 2013 ,10 (6):996-1007 ( CSCD收录; )[10]. Hu, Xiao(1); Chen, Zhenlin(1).Three types of stress-strain relationship's comparison of circular tubed reinforced concrete in FEA,Applied Mechanics and Materials, 2012 ,204-208 (-):930-933 ( EI收录; )[11]. Hu, Xiao(1); Chen, Zhenlin(1).Dynamic response of horizontal bedded rocky slopes under earthquakes and influence of ground motion parameters,Applied Mechanics and Materials, 2011 ,90-93 (-):570-573 ( EI收录; )[12]. 罗艳; 高庆; 陈臻林.63Sn-37Pb钎料合金在非比例循环加载下的非弹性流动特性研究,应用力学学报, 2011 ,28 (6):629-632 ( CSCD收录; )[13]. 陈臻林.大型结构动力响应的状态方程的Krylov精细时程积分法,力学与实践, 2010 ,32 (2):76-81 ( CSCD收录; )[14]. T. C. Fung, Z. L Chen.Precise Time-step Integration Algorithms Using Response Matrices with Dimensional Expansion for Dynamic Problems,AIAA Journal, 2008 ,46 (8):1900 ( SCIE收录; )[15]. T. C. Fung, Z. L Chen.Krylov Precise Time-step Integration Method,International Journal for Numerical methods in Engineering, 2006 ,68 (11):1115 ( SCIE收录; )1[1]. Effect of Weak Intercalation on Failure Mode of Rock Slopes under Seismic Excitation.. 2021. [2]. Contact detection by the contact theory in 2D-DDA for arbitrary polygonal blocks.. 2020. [3]. Improved Krylov Precise Time Integration Algorithm for Structural Dynamic Equations.. 2019. [4]. 含裂隙非饱和土体的变形与渗流耦合的二维解析分析.. 2019. [5]. 土质边坡稳定性的能量方法研究.. 2018. [6]. Experimental study of motion characteristics of rock slopes with weak intercalation under seismic excitation.. 2016. [7]. Variation of cavity gas pressure in slopes with weak intercalation under seismic load.. 2016. [8]. Study on dynamic response of the "Dualistic" structure rock slope with seismic wave theory.. 2013. [9]. Study on Dynamic Response of the Dualistic Structure Rock Slope with Seismic Wave Theory.. 2013. [10]. Three types of stress-strain relationship's comparison of circular tubed reinforced concrete in FEA.. 2012. [11]. Dynamic response of horizontal bedded rocky slopes under earthquakes and influence of ground motion parameters.. 2011. [12]. 63Sn-37Pb钎料合金在非比例循环加载下的非弹性流动特性研究.. 2011. [13]. 大型结构动力响应的状态方程的Krylov精细时程积分法.. 2010. [14]. Precise Time-step Integration Algorithms Using Response Matrices with Dimensional Expansion for Dynamic Problems.. 2008. [15]. Krylov Precise Time-step Integration Method.. 2006. [1]. Zhenlin Chena, Xiao Hu*, Xiangbo Bu. Effect of Weak Intercalation on Failure Mode of Rock Slopes under Seismic Excitation.:, 2021 [2]. Kesong Ni, Youjun Ning, Jun Yang, Zhenlin Chen. Contact detection by the contact theory in 2D-DDA for arbitrary polygonal blocks.:, 2020 [3]. 陈臻林. Improved Krylov Precise Time Integration Algorithm for Structural Dynamic Equations.:, 2019 [4]. 陈臻林，任欢，甯尤军. 含裂隙非饱和土体的变形与渗流耦合的二维解析分析.:, 2019 [5]. 徐淑珍，陈臻林. 土质边坡稳定性的能量方法研究.:, 2018 [6]. Chen Zhen-Lin; Hu Xiao; Xu Qiang. Experimental study of motion characteristics of rock slopes with weak intercalation under seismic excitation.:, 2016 [7]. Wang Xiao-qun; Chen Zhen-lin; Zhou Zhou; Shen Man. Variation of cavity gas pressure in slopes with weak intercalation under seismic load.:, 2016 [8]. Chen Zhen-lin; Xu Qiang; Hu Xiao. Study on dynamic response of the "Dualistic" structure rock slope with seismic wave theory.:, 2013 [9]. Chen Zhenlin; Xu Qiang; Hu Xiao. Study on Dynamic Response of the Dualistic Structure Rock Slope with Seismic Wave Theory.:, 2013 [10]. Hu, Xiao(1); Chen, Zhenlin(1). Three types of stress-strain relationship's comparison of circular tubed reinforced concrete in FEA.:, 2012 [11]. Hu, Xiao(1); Chen, Zhenlin(1). Dynamic response of horizontal bedded rocky slopes under earthquakes and influence of ground motion parameters.:, 2011 [12]. 罗艳; 高庆; 陈臻林. 63Sn-37Pb钎料合金在非比例循环加载下的非弹性流动特性研究.:, 2011 [13]. 陈臻林. 大型结构动力响应的状态方程的Krylov精细时程积分法.:, 2010 [14]. T. C. Fung, Z. L Chen. Precise Time-step Integration Algorithms Using Response Matrices with Dimensional Expansion for Dynamic Problems.:, 2008 [15]. T. C. Fung, Z. L Chen. Krylov Precise Time-step Integration Method.:, 2006 [1]. . Effect of Weak Intercalation on Failure Mode of Rock Slopes under Seismic Excitation. . , 2021.09.13 [2]. . Contact detection by the contact theory in 2D-DDA for arbitrary polygonal blocks. . , 2021.09.13 [3]. . Improved Krylov Precise Time Integration Algorithm for Structural Dynamic Equations. . , 2021.09.13 [4]. . 含裂隙非饱和土体的变形与渗流耦合的二维解析分析. . , 2021.09.13 [5]. . 土质边坡稳定性的能量方法研究. . , 2021.09.13 [6]. . Experimental study of motion characteristics of rock slopes with weak intercalation under seismic excitation. . , 2021.09.13 [7]. . Variation of cavity gas pressure in slopes with weak intercalation under seismic load. . , 2021.09.13 [8]. . Study on dynamic response of the "Dualistic" structure rock slope with seismic wave theory. . , 2021.09.13 [9]. . Study on Dynamic Response of the Dualistic Structure Rock Slope with Seismic Wave Theory. . , 2021.09.13 [10]. . Three types of stress-strain relationship's comparison of circular tubed reinforced concrete in FEA. . , 2021.09.13 [11]. . Dynamic response of horizontal bedded rocky slopes under earthquakes and influence of ground motion parameters. . , 2021.09.13 [12]. . 63Sn-37Pb钎料合金在非比例循环加载下的非弹性流动特性研究. . , 2021.09.13 [13]. . 大型结构动力响应的状态方程的Krylov精细时程积分法. . , 2021.09.13 [14]. . Precise Time-step Integration Algorithms Using Response Matrices with Dimensional Expansion for Dynamic Problems. . , 2021.09.13 [15]. . Krylov Precise Time-step Integration Method. . , 2021.09.13 [1] .. Effect of Weak Intercalation on Failure Mode of Rock Slopes under Seismic Excitation.,2021.09.13 [2] .. Contact detection by the contact theory in 2D-DDA for arbitrary polygonal blocks.,2021.09.13 [3] .. Improved Krylov Precise Time Integration Algorithm for Structural Dynamic Equations.,2021.09.13 [4] .. 含裂隙非饱和土体的变形与渗流耦合的二维解析分析.,2021.09.13 [5] .. 土质边坡稳定性的能量方法研究.,2021.09.13 [6] .. Experimental study of motion characteristics of rock slopes with weak intercalation under seismic excitation.,2021.09.13 [7] .. Variation of cavity gas pressure in slopes with weak intercalation under seismic load.,2021.09.13 [8] .. Study on dynamic response of the "Dualistic" structure rock slope with seismic wave theory.,2021.09.13 [9] .. Study on Dynamic Response of the Dualistic Structure Rock Slope with Seismic Wave Theory.,2021.09.13 [10] .. Three types of stress-strain relationship's comparison of circular tubed reinforced concrete in FEA.,2021.09.13 [11] .. Dynamic response of horizontal bedded rocky slopes under earthquakes and influence of ground motion parameters.,2021.09.13 [12] .. 63Sn-37Pb钎料合金在非比例循环加载下的非弹性流动特性研究.,2021.09.13 [13] .. 大型结构动力响应的状态方程的Krylov精细时程积分法.,2021.09.13 [14] .. Precise Time-step Integration Algorithms Using Response Matrices with Dimensional Expansion for Dynamic Problems.,2021.09.13 [15] .. Krylov Precise Time-step Integration Method.,2021.09.13 [1]. Effect of Weak Intercalation on Failure Mode of Rock Slopes under Seismic Excitation.:2021.09 - 2021.09 [2]. Contact detection by the contact theory in 2D-DDA for arbitrary polygonal blocks.:2021.09 - 2021.09 [3]. Improved Krylov Precise Time Integration Algorithm for Structural Dynamic Equations.:2021.09 - 2021.09 [4]. 含裂隙非饱和土体的变形与渗流耦合的二维解析分析.:2021.09 - 2021.09 [5]. 土质边坡稳定性的能量方法研究.:2021.09 - 2021.09 [6]. Experimental study of motion characteristics of rock slopes with weak intercalation under seismic excitation.:2021.09 - 2021.09 [7]. Variation of cavity gas pressure in slopes with weak intercalation under seismic load.:2021.09 - 2021.09 [8]. Study on dynamic response of the "Dualistic" structure rock slope with seismic wave theory.:2021.09 - 2021.09 [9]. Study on Dynamic Response of the Dualistic Structure Rock Slope with Seismic Wave Theory.:2021.09 - 2021.09 [10]. Three types of stress-strain relationship's comparison of circular tubed reinforced concrete in FEA.:2021.09 - 2021.09 [11]. Dynamic response of horizontal bedded rocky slopes under earthquakes and influence of ground motion parameters.:2021.09 - 2021.09 [12]. 63Sn-37Pb钎料合金在非比例循环加载下的非弹性流动特性研究.:2021.09 - 2021.09 [13]. 大型结构动力响应的状态方程的Krylov精细时程积分法.:2021.09 - 2021.09 [14]. Precise Time-step Integration Algorithms Using Response Matrices with Dimensional Expansion for Dynamic Problems.:2021.09 - 2021.09 [15]. Krylov Precise Time-step Integration Method.: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]. .软弱层及其力学参数变化对边坡地震动力稳定性影响的机理研究,, 2015 , : ()[2]. .复杂地质边坡在地震波作用下的坡体运动机理研究及动力时程分析,, 2011 , : ()[3]. .复杂地质边坡在强震作用下的动力时程分析,, 2010 , : ()[4]. .精细时程积分算法在边坡动力（地震）响应分析中的应用,, 2009 , : ()1[1]. 软弱层及其力学参数变化对边坡地震动力稳定性影响的机理研究.. 2015. 国家自然科学基金面上项目 [2]. 复杂地质边坡在地震波作用下的坡体运动机理研究及动力时程分析.. 2011. 青年科学基金 [3]. 复杂地质边坡在强震作用下的动力时程分析.. 2010. 国家级 [4]. 精细时程积分算法在边坡动力（地震）响应分析中的应用.. 2009. 校级 [1]. . 软弱层及其力学参数变化对边坡地震动力稳定性影响的机理研究.:, 2015 [2]. . 复杂地质边坡在地震波作用下的坡体运动机理研究及动力时程分析.:, 2011 [3]. . 复杂地质边坡在强震作用下的动力时程分析.:, 2010 [4]. . 精细时程积分算法在边坡动力（地震）响应分析中的应用.:, 2009 [1]. . 软弱层及其力学参数变化对边坡地震动力稳定性影响的机理研究. 国家自然科学基金面上项目. , 2021.09.13 [2]. . 复杂地质边坡在地震波作用下的坡体运动机理研究及动力时程分析. 青年科学基金. , 2021.09.13 [3]. . 复杂地质边坡在强震作用下的动力时程分析. 国家级. , 2021.09.13 [4]. . 精细时程积分算法在边坡动力（地震）响应分析中的应用. 校级. , 2021.09.13 [1] .. 软弱层及其力学参数变化对边坡地震动力稳定性影响的机理研究.,2021.09.13 [2] .. 复杂地质边坡在地震波作用下的坡体运动机理研究及动力时程分析.,2021.09.13 [3] .. 复杂地质边坡在强震作用下的动力时程分析.,2021.09.13 [4] .. 精细时程积分算法在边坡动力（地震）响应分析中的应用.,2021.09.13 [1]. 软弱层及其力学参数变化对边坡地震动力稳定性影响的机理研究.国家自然科学基金面上项目:2016.01 - 2019.12 [2]. 复杂地质边坡在地震波作用下的坡体运动机理研究及动力时程分析.纵向:2011.01 - 2013.12 [3]. 复杂地质边坡在强震作用下的动力时程分析.自主研究课题:2010.03 - 2012.12 [4]. 精细时程积分算法在边坡动力（地震）响应分析中的应用.基础研究:2009.04 - 2011.12 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