主要经历 Personal Profile 1992.09－1996.07，青岛理工大学，土木工程学院，工业与民用建筑专业，本科生1996.09－1999.04，青岛理工大学，土木工程学院，结构工程专业，硕士研究生（导师：张连德教授）1999.09－2002.12，同济大学，结构工程与防灾研究所，结构工程专业，博士研究生（导师：吕西林教授）2003.01－2006.06，同济大学，结构工程与防灾研究所，讲师2006.07－2016.12，同济大学，结构工程与防灾研究所，副研究员，硕士生导师2007.10－2008.10，由国家留学基金委赞助，赴美国University of Southern California（美国南加州大学）从事博士后研究工作，合作导师：Prof. J.P. Bardet。2012.04－现在，同济大学，结构工程与防灾研究所，博士生导师2016.12－现在，同济大学，结构工程与防灾研究所，研究员，博士生导师 研究方向Research Directions 工程结构抗震,结构智能防灾减灾 2. 机电结构优化与控制 研究内容：在对机电结构进行分析和优化的基础上，运用控制理论进行结构参数的调整，使结构性能满足设计要求。1. 仿生结构材料拓扑优化设计, 仿生机械设计 研究内容：以仿生结构为研究对象，运用连续体结构拓扑优化设计理论和方法，对多相仿生结构(机构)材料进行2. 机电结构优化与控制 研究内容：在对机电结构进行分析和优化的基础上，运用控制理论进行结构参数的调整，使结构性能满足设计要求。1. 仿生结构材料拓扑优化设计, 仿生机械设计 研究内容：以仿生结构为研究对象，运用连续体结构拓扑优化设计理论和方法，对多相仿生结构(机构)材料进行整体布局设计。 整体布局设计。 报考意向 招生信息 土木工程学院 硕士研究生 序号 专业 招生人数 年份 1 土木水利 3 2024 博士研究生 序号 专业 招生人数 年份 1 土木工程（博士） 2 2024 博士1： 结构工程 报考意向 姓名: 手机号码： 邮箱： 毕业院校： 所学专业： 报考类型： 博士 硕士 个人简历*： 上传附件 支持扩展名：.rar .zip .doc .docx .pdf .jpg .png .jpeg 成绩单*： 上传附件 支持扩展名：.rar .zip .doc .docx .pdf .jpg .png .jpeg 其他材料： 上传附件 支持扩展名：.rar .zip .doc .docx .pdf .jpg .png .jpeg 备注： 提交 科研项目 1. 2004.1-2004.12，主持国家自然科学基金青年基金项目“可液化地基与结构相互作用的振动台试验及分析”（50308018）。2. 2006.1-2008.12，主持国家自然科学基金项目“液化场地桩－土高层结构相互作用的振动台试验及分析”（50578124）。3. 2012.1-2015.12，主持国家自然科学基金面上项目“考虑相邻结构—桩—土相互作用影响的高层建筑振动台试验及分析”（51178349）。4. 2015.1-2018.12，主持国家自然科学基金面上项目“考虑土—结构相互作用效应的消能减震结构振动台试验及分析”（项目编号51478355），金额86万。5. 2020.1-2024.12，主持国家自然科学基金面上项目“考虑SSI效应的摇摆墙-框架结构抗震机理及性能评估方法研究（51978524）”，金额62万。6. 2009.01-2012.12，作为第二负责人主持科技部科技支撑计划重点项目课题“震损建筑的抗震鉴定加固关键技术研究”（2009BAJ28B02）。7. 2018.7-2021.7，主持国家重点研发计划课题“高效耗能、限度损伤与可恢复功能抗震结构体系（2018YFC0705602）”，金额：283万。8. 2015.1-2017.12，主持科技部国家重点实验室基金项目“考虑土—结构相互作用效应的被动消能减震框架结构振动台试验及分析”（项目编号SLDRCE14-B-22），金额40万。9. 2010.01-2012.12，主持科技部国家重点实验室基金项目“软弱地基上相邻高层建筑结构的抗震相关性能研究”（SLDRCE09-B-09）。10. 2019.6-2022.7，主持科技部国家重点实验室基金项目“考虑SSI的摇摆框架结构抗震机理及性能评估方法研究（SLDRCE19-B-30）”，金额40万。11. 2007.09-2009.09，主持“上海市青年科技启明星计划”（07QA14054），“液化场地土－桩－高层建筑结构相互作用的振动台试验及分析”。12. 2010.01-2011.12，主持教育部留学回国人员科研启动基金项目“液化场地土—桩—高层建筑动力相互作用的参数识别及计算分析”。13. 2012.1-2014.12，主持中央高校基本科研业务费专项资金项目“村镇建筑抗震防灾研究与示范”。14. 1999.9-2002.12，参加吕西林教授主持的国家自然科学基金重点项目“结构与地基相互作用的振动台试验与分析研究”（资助号：59823002），承担振动台试验及计算机分析工作。15. 2001.1-2004.12，参加吕西林教授主持的上海市重点学科项目——复杂体系高层混凝土结构抗震研究，承担土－结构动力相互作用方向的研究工作。16. 2006.11-2009.12，参加科技部“十一五”科技支撑计划子课题“复杂结构振动台试验技术研究（2006BAJ13B01）”。17. 2007.09-2012.12，参加国家重点基础研究发展计划973计划课题“城市工程的地震破坏与控制――城市多龄期建筑的地震破坏过程与倒塌机制”（2007CB714202）。18. 2009.01-2012.12，参加国家自然科学基金重大研究计划重点项目“强地震作用下超高层建筑损伤机理及破坏全过程研究”（90815029）。19. 2010.01-2012.12，参加中国工程院咨询研究项目“汶川地震工程破坏与对策”。20. 2013.1-2017.12，参加国家自然科学基金重大国际合作项目“可恢复功能超高层建筑结构及其抗震性能化设计研究”（项目编号51261120377）21. 2014.1-2017.12，参加科技部科技支撑计划重点项目课题“村镇地质灾害综合防治关键技术研究与示范”的“抗地质灾害型村镇建筑关键技术研究与示范”（项目编号2014BAL05B01）。22. 201701-201812，主持校级教改项目“课程考试方式、方法改革与探索”，金额5万元。 发表论文 1.Qi Yanzhi, Li Peizhen, Xiong Bing, Wang Shuyin, Yuan Cheng, Kong Qingzhao*. A two-step computer vision-based framework for bolt loosening detection and its implementation on a smartphone application. Structural Health Monitoring-An International Journal, 2022: 14759217211049995 (SCI)2.Qi, Yanzhi; Yuan, Cheng; Kong, Qingzhao; Xiong, Bing; Li, Peizhen. A deep learning-based vision enhancement method for UAV assisted visual inspection of concrete cracks. Smart Structures and Systems, An International Journal, 2021, 27(6): 1031-1040, (SCI)3.Xu Shiran, Li Peizhen, Lu Zheng* Experimental and numerical study of the performance of self-centering frame structures subjected to debris-flow impacts. Journal of Structural Engineering, 2021, 147(11): 04021168, (SCI)4.Li Peizhen, Xu Shiran, Lu Zheng*, Li Jin. Experimental study on the performance of CFRP-strengthened masonry structures under debris flow impacts. Structures, 2021, 31: 602-612, (SCI)5.Yang Jinping, Li Peizhen, Jing Hang*, Gao Meng. Near-fault ground motion influence on the seismic responses of a structure with viscous dampers considering SSI effect. Advances in Civil Engineering, 2021: 6649124 (SCI)6.张真, 李培振. 考虑SSI的自复位框架抗震性能研究. 结构工程师, 2021, 37(3): 42-497.Peizhen Li, Kunjie Rong, Zheng Lu, Zhihao Feng. Experimental and numerical study on the performance of novel RC frame structure encased with shaped steel under debris flow impact. Engineering Structures, 2020(212): 110472 (SCI, Q1)8.Gan, Jinsong; Li, Peizhen; Liu, Qiang. Study on Dynamic Structure-Soil-Structure Interaction of Three Adjacent Tall Buildings Subjected to Seismic Loading. SUSTAINABILITY, 2020, 12(1): e336. (SCI, Q2)9.Yang Jinping, Lu Zheng, Li Peizhen (通讯作者). Large-scale shaking table test on tall buildings with viscous dampers considering pile-soil-structure interaction. Engineering Structures, 2020(220): 110960, (SCI).10.Liu Shutong, Lu Zheng, Li Peizhen (通讯作者), et al. Shaking table test and numerical simulation of eddy-current tuned mass damper for structural seismic control considering soil-structure interaction. Engineering Structures, 2020(212): 110531, (SCI).11.Liu Shutong, Lu Zheng, Li Peizhen(通讯作者), Zhang Wenyang, Taciroglu Ertugrul. Effectiveness of particle TMD devices for pile-supported multi-story frames under seismic excitations. Structural Control and Health Monitoring, 2020, 27(11): e2627, (SCI, Q1)12.宫楠, 李培振, 单伽锃. 带可更换连梁的剪力墙结构主余震易损性分析[J]. 智能建筑与智慧城市, 2020, (7): 11-15.13.Yang Jinping, Jing Hang, Li Peizhen (通讯作者). Dynamic characteristics and viscous dampers design for pile-soil-structure system. Structural Design of Tall and Special Buildings, 2020, 29(14): e1785, SCI收录, 期刊影响因子: 2.048, (SCI)14.Liu, Shutong; Li, Peizhen; Zhang, Wenyang; Lu, Zheng. Experimental study and numerical simulation on dynamic soil-structure interaction under earthquake excitations, Soil Dynamics and Earthquake Engineering, 2020, 138: 106333 , November 2020, (SCI, Q2)15.Gong N; Li, PZ; Shan, JZ; Ouyang, YT. Data-driven identification and modeling of earthquake-excited building structures regarding soil-structure interaction Structural Design of Tall and Special Buildings, 2020, 29(18): e1808, (SCI).16.Yang, Jinping; Li, Peizhen; Lu, Zheng. Large-scale shaking table test on pile-soil-structure interaction on soft soils. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS 2019, 28(18): e1679 (SCI,Q2)17.李培振，万菲. 考虑群体效应的高层建筑土-结构相互作用参数研究. 结构工程师，2019， 35(2): 40-5118.李培振, 张波, 单伽锃, 张伟平. 基于OBE理念的课程考试及其评价研究. 教育教学论坛, 2019(13): 83-85.19.Jinping Yang, Peizhen Li, Youfa Yang, Dian Xu. An improved EMD method for modal identification and a combined static-dynamic method for damage detection. Journal of Sound and Vibration, 2018.4, 420: 242-260, (SCI, Q1)20.Li, Peizhen; Li, Tangzhenhao; Lu, Zheng; et al. Parametric Study on Dynamic Response of FRP Masonry Structures under the Impacts of Debris Flow. SHOCK AND VIBRATION, 2018, Article Number: 4527571, (SCI, Q2)21.Peizhen Li, Jinping Yang, Zheng Lu. Shaking Table Test and Theoretical Analysis of the Pile-Soil-Structure Interaction at a Liquefiable Site. Structural Design of Tall and Special Buildings, 2018, 27(15): e1513 (SCI)22.Jinping Yang, Peizhen Li, Zheng Lu. Numerical simulation and in-situ measurement of ground-borne vibration due to subway system [J]. Sustainability, 2018, 10(7), 2439, (SCI,)23.N. Gong, K.R. Ruan, C.J. Zhang, P.Z. Li. Monitoring-based identification and modeling of soil-structure interaction using shaking table testing. 7th World Conference on Structural Control and Monitoring. Qingdao, 2018.7.22-2524.李培振，吕西林著. 结构-地基动力相互作用体系的振动台试验及计算模拟分析. 同济大学出版社, 201825.Peizhen Li, Shutong Liu, Zheng Lu*, Jinping Yang. Numerical Analysis of a Shaking Table Test on Dynamic Structure-Soil-Structure Interaction under Earthquake Excitations, The Structural Design of Tall and Special Buildings 2017, Article DOI: 10.1002/tal.13822017.5 online, SCI，EI, http://onlinelibrary.wiley.com/doi/10.1002/tal.1382/epdf26.Peizhen Li, Tangzhenhao Li, Zheng Lu* and Jin Li. Study on Dynamic Response of Novel Masonry Structures Impacted by Debris Flow. Sustainability, 2017, 9(7), 1122; doi:10.3390/su9071122, SCI, EI, http://www.mdpi.com/2071-1050/9/7/1122 (WOS:000406709500051)27.Peizhen Li, Shutong Liu and Zheng Lu*. Experimental Study on the Performance of Polyurethane-Steel Sandwich Structure under Debris Flow. Applied Science, 2017, 7(10): 1018 (SCI)28.Peizhen Li, Shutong Liu and Zheng Lu*. Studies on Pounding Response Considering Structure-Soil-Structure Interaction under Seismic Loads. Sustainability, 2017, 9: 2219; doi:10.3390/su9122219 (SCI)29.Zheng Lu, Xiaoyi Chen, Xiaowei Li and Peizhen Li*. Optimization and application of multiple tuned mass dampers in the vibration control of pedestrian bridges. Structural Engineering and Mechanics. 2017.4. 62(1): 55-64. (SCI, Q3)30.Peizhen Li, Jinping Yang, and Xilin Lu. Analysis on seismic performance of building with viscous dampers considering soil-structure interaction. 16th World Conference on Earthquake, (16WCEE), Santiago Chile, Jan. 9-13, 2017, Paper No. 86231.李培振, 李进, 李唐振昊. 泥石流冲击作用下砌体结构破坏机理研究. 华中科技大学学报（自然科学版）, 2017, 45(7): 1-5+29 (EI)32.Peizhen Li, Jinping Yang, Zheng Lu, Xilin Lu. Responses of liquefiable soils in pile group foundations of tall buildings from shaking table tests. Journal of Asian Architecture and Building Engineering, 2016,15(2): 311-318（SCI收录, WOS:000377706300023）33.李培振; 程远超; 高宇; 吕西林. 底层框架柱在黏性泥石流冲击作用下的性能分析. 结构工程师, 2016, 32(3): 15-2134.Peizhen Li*, Jinping Yang, and Xilin Lu. Study on dynamic interaction between soil and group of high-rise buildings. The 14th International Symposium on Structural Engineering, Beijing, China, 2016.10.13-15: 1-8 (ISTP)35.Li, Peizhen; Li, Hao. Analysis of SSI Effect on Damping Effect of Mild Steel Damper. Edited by: Dong, LC; Huang, PH; Ozbakkaloglu, T, Conference: International Conference on Architectural Engineering and Civil Engineering (AECE) Location: Shanghai, PEOPLES R CHINA Date: DEC 09-11, 2016 PROCEEDINGS OF THE 2016 INTERNATIONAL CONFERENCE ON ARCHITECTURAL ENGINEERING AND CIVIL ENGINEERING Book Series: AER-Advances in Engineering Research Volume: 72 Pages: 582-587 Published: 2016 (ISTP)36.Li, Peizhen; Yang, Shanhua; Lu, Xilin. Study on the Failure Mechanism of Frame Structure under the Diluted Debris Flow Impact. Edited by: Dong, LC; Huang, PH; Ozbakkaloglu, T, Conference: International Conference on Architectural Engineering and Civil Engineering (AECE) Location: Shanghai, PEOPLES R CHINA Date: DEC 09-11, 2016 , PROCEEDINGS OF THE 2016 INTERNATIONAL CONFERENCE ON ARCHITECTURAL ENGINEERING AND CIVIL ENGINEERING Book Series: AER-Advances in Engineering Research Volume: 72 Pages: 588-593 Published: 2016 (ISTP)37.Peizhen Li, Jinping Yang, and Xilin Lu. Study on Influence Effect of Viscous Dampers Considering Soil-Structure Dynamic Interaction. 6th International Conference on Advances in Experimental Structural Engineering, August 1-2, 2015, University of Illinois, Urbana-Champaign, United States（Oral presentation）38.李培振, 高宇, 郭沫君. 泥石流冲击力的研究现状. 结构工程师, 2015, 31(1): 200–20639.李培振，钱江，吕西林，张其林．复杂竖向混合结构的交界面楼层反应谱分析．华中科技大学学报，2014，42(1): 67-72(EI收录)40.Lu, Zheng ; Wang, Dianchao; Li, Peizhen*. Comparison study of vibration control effects between suspended tuned mass damper and particle damper. Shock and Vibration, Article Number: 903780, Published: 2014（SCI、EI收录WOS: 000339204000001）41.李培振, 严克非, 徐鹏. 考虑群体效应的高层建筑结构抗震相关性能研究.《土木工程学报》，2014, 40(S1):1-5.(EI收录, 20150300425918)42.Xilin Lu, Peizhen Li*, Xianqun Guo, Weixing Shi and Jie Liu. Vibration control using ATMD and site measurements on the Shanghai World Financial Center Tower. The Structural Design of Tall and Special Buildings, 2014, 23(2): 105-123 (SCI、EI收录WOS:000329485300005 )43.Peizhen Li, Shenglu Cao, Daming Zeng, Xilin Lu. The Establishment of Dynamic P-Y Curve in Pile Foundation Based on Shaking Table Tests. 5th International Conference on Advances in Experimental Structural Engineering, Nov. 8-9, 2013, Taipei, Taiwan44.Peizhen Li, Zhaohui Pan, Xiuqiang Li, Jianyong Yue. Numerical simulation of subway-induced environment vibration. 2nd International Conference on Civil, Architectural and Hydraulic Engineering, Zhuhai, China, JUL 27-28, 2013 （ISTP收录）(Applied mechanics and materials. 2013, Vols. 405-408, 1264-1267) 45.Peizhen Li, Peng Xu, Zhaohui Pan, Xilin Lu. Numerical analysis on adjacent highrise and multistoried buildings-pile-soil dynamic interaction. Advanced Materials Research-Trends in Civil Engineering, 2012, Vols. 446-449: 2299-2304 (EI)46.李培振, 曾凯. Eurocode8、CECS 160: 2004 与GB50011-2010 中考虑土-结构相互作用效应的比较. 结构工程师, 2012, 28(5): 107-11047.Li Peizhen, Hou Xiaoying, Liu Yanmei, Lu Xilin. Shaking Table Model Tests on Dynamic Structure-Soil-Structure Interaction during Various Excitations. 15th World Conference on Earthquake Enigeering, Sept 23-28, 2012, Lisbon, Portugal（Oral presentation）48.Peizhen Li, Dongya Ma, Daming Zeng, Xilin Lu Numerical Simulation of Pile-Soil Interaction Considering Sand Liquefaction under Earthquake. Applied Mechanics and Materials, 2012, Vols. 226-228, Part2: 1019-1022.49.Peizhen Li, Daming Zeng, Shenglong Cui, and Xilin Lu. Parameter Identification and Numerical Analysis of Shaking Table Tests on Liquefiable Soil-Structure-Interaction. Advanced Materials Research, 2011, Vols. 163-167: 4048-4057.(EI收录)50.Peizhen Li, Xiuqiang Li, Xilin Lu. Comparative Study on Effect of Liquefiable Soil-Structure Interaction by Shaking Table Test. 8th International Conference on Urban Earthquake Engineering, March 7-8, 2011, Tokyo, Japan51.Peizhen Li, Jing Meng, Peng Zhao, and Xilin Lu. Computer Simulation of the Shaking Table Tests on Harder Soil-Structure Interaction System. Advanced Materials Research, 2011, Vols. Vols. 261-263: 1619-1624. (EI收录)52.Peizhen Li, Peng Zhao and Xilin Lu. “Parameter Identification and Analysis of Shaking Table Tests on SSI System”. Journal of Asian Architecture and Building Engineering. 2011, 10(2): 421-428 (SCI: 000297629100019).53.李培振，刘艳梅，崔圣龙，吕西林．可液化土-高层结构振动台试验的土性参数识别．岩石力学与工程学报，2011，30(S1): 3234-3244（EI收录）54.李培振，程磊，吕西林，任红梅．可液化土—高层结构地震相互作用振动台试验．同济大学学报，2010，38(4): 467-474（EI收录）55.李培振，崔圣龙，吕西林，赵鹏．液化地基自由场振动台试验的土性参数识别．同济大学学报，2010，38(6): 791-797（EI收录）56.Yanmei LIU, Xilin Lu, Guoqiang YANG. Comparative shaking table model tests on the soil-pile-structure interaction system in various liquefiable soils. The 11th International Symposium on Structural Engineering, 2010.11.17-19, Guangzhou, China (oral presentation, ISTP)57.吕西林，任红梅，李培振，彭功生．液化场地自由场体系的数值分析及振动台试验验证．岩石力学与工程学报，2009，28(S2): 4046-4053（EI收录）58.吕西林，李培振，郭献群，施卫星，刘捷．上海环球金融中心大厦振动控制及现场实测分析．结构工程师，2009，25(4)：63-7059.Hongmei Ren, Xilin Lu and Peizhen Li. Numerical simulation of dynamic PSSI system considering liquefaction. Journal of Asian Architecture and Building Engineering, 2009, 8(1): 191-196 (SCI: 000266392300025)60.Hongmei Ren, Peizhen Li, Lei Cheng and Xilin Lu. Comparison study on shaking table tests of SSI system with different pile length in liquefiable site. 3AESE, 2009, University of California, Berkeley61.Peizhen LI, Peng ZHAO, Xilin LU, and Shenglong CUI. Comparative study on dynamic soil-structure interaction system with nonliquefiable and liquefiable soil by using shaking table model test. Proceedings of the 7th International Conference on Tall Buildings, 2009.10, Hongkong, China（ISTP收录）62.李培振，任红梅，吕西林，程磊．液化地基自由场振动台模型试验研究．地震工程与工程振动，2008，28(2): 171-17863.蒋欢军，李培振．钢筋混凝土框架结构的最大地震位移形状曲线．同济大学学报（自然科学版），2008，36(5): 580-585（EI收录）64.Peizhen Li, Hongmei Ren, Xilin Lu and Lei Cheng, Shaking table tests of dynamic interaction of soil-structure considering soil liquefaction. 14th World Conference on Earthquake Engineering, Paper No. 04-01-0024, Beijing, China, Oct.12-17, 200865.Hongmei Ren, Peizhen Li and Xilin Lu. Computer Simulation on Dynamic Soil-Pile-Superstructure Interaction System Considering Liquefiable Foundation. 14th World Conference on Earthquake Engineering, Paper No. 05-01-0167, Beijing, China, Oct.12-17, 200866.宋和平，李培振．考虑土体－结构相互作用的震陷分析的研究与进展．结构工程师，2007，23(4): 105-11067.Li Peizhen, Ren Hongmei, Chen Yueqing, Lu Xilin, Song Heping. Shaking table testing of hard layered soil-pile-structure interaction system. Front. Archit. Civ. Eng. China, 2007, 1(3): 346-35268.宋和平，李培振．基于上海软土特性的单桩Q-S曲线反分析．结构工程师，2007，23(5): 58-6169.宋和平，李培振．基于上海软土特性的压桩曲线非线性分析模拟．结构工程师，2007，23(6): 62-6570.任红梅，吕西林，李培振．饱和砂土液化研究进展．地震工程与工程振动，2007，27(6): 166-17571.李培振，陈跃庆，吕西林，陈波．较硬分层土－桩基－结构相互作用体系振动台试验．同济大学学报（自然科学版），2006，34(3): 307-313（EI收录）72.陈跃庆，吕西林，李培振，陈波．不同土性的地基－结构动力相互作用振动台模型试验对比研究．土木工程学报．2006，39(5): 57-64（EI收录）73.李培振，吕西林，陈跃庆．地基－基础－支护结构－上部结构动力相互作用体系的计算分析研究．四川建筑科学研究，2006，32(3): 88-9474.Peizhen Li, Xilin Lu. Study and Analysis on Shaking Table Tests of Dynamic Interaction of Soil-Structure Considering Soil Liquefaction. 4th International Conference on Earthquake Engineering. Taiwan, Oct.12-13, 2006.75.Xilin Lu, Peizhen Li, Bo Chen, and Yueqing Chen, Computer simulation of the dynamic layered soil-pile-structure interaction system. Canadian Geotechnical Journal, 2005, 42(3): 742-751（SCI、EI）76.吕西林，李杰，李建中，李培振．大型土木工程抗震与性态控制研究，建筑、环境与土木工程学科发展战略研讨会研究报告，国家自然科学基金委，2005.477.李培振，吕西林，宋和平．考虑地基土液化影响的高层建筑地震反应分析．地震工程与工程振动，2005，25(2): 141-14978.Peizhen Li, Xilin Lu, Hongmei Zhang, Yueqing Chen. Numerical analysis of the soil-foundation-supporting pile-high-rise building dynamic interaction system, 2005.12, 6th International Conference on Tall Buildings（ISTP收录）79.吕西林，李培振，陈跃庆．12层钢筋混凝土标准框架振动台模型试验的完整数据．同济大学土木工程防灾国家重点实验室振动台试验室，2004.180.李培振，吕西林．考虑土－结构相互作用的高层建筑抗震分析．地震工程与工程振动，2004，24(3): 130-13881.Peizhen Li, Xilin Lu, Bo Chen, and Yueqing Chen, Computer Simulation on Dynamic Soil-Structure Interaction System, 13th World Conference on Earthquake Engineering, Vancouver, Canada, August 1-6, 2004, No. 323382.Xilin Lu, Peizhen Li, Yueqing Chen and Bo Chen, Shaking Table Model Testing on Dynamic Soil-Structure Interaction System, 13th World Conference on Earthquake Engineering, Vancouver, Canada, August 1-6, 2004, No. 323183.Xilin Lu, Bo Chen, Peizhen Li, and Yueqing Chen, Numerical Analysis of Tall Buildings Considering Dynamic Soil-structure Interaction, Journal of Asian Architecture and Building Engineering, 2003, 2(1):1-884.李培振，吕西林，陈波，陈跃庆．均匀土－箱基―结构相互作用体系的计算分析．地震工程与工程振动，2002，24(5): 115-12185.李培振，吕西林，陈波，陈跃庆．分层土－箱基―高层框架结构相互作用体系的计算分析．新世纪地震工程与防震减灾学术研讨会议．北京，2002.1086.Xilin Lu, Peizhen Li, Bo Chen, and Yueqing Chen, Numerical Analysis of Dynamic Soil-Box Foundation-Structure Interaction System，Journal of Asian Architecture and Building Engineering, 2002, 1(2): 9-1487.Xinlin Lu, Bo Chen, Peizhen Li, and Yueqing Chen. Computational Analysis of Dynamic Layered Soil-Pile-Structure Interaction with Verification of Shaking Table Test. International Conference on Advances and New Challenges in Earthquake Engineering Research, Harbin, China, 2002.8（国际会议，口头报告）88.李培振，何志军，殷杰，杨晓明，王新堂，张连德．R.C.框架抗震鉴定与加固可视化程序的开发．工业建筑，2001，31(10): 68-7189.李培振，陈波，吕西林，陈跃庆．SSI体系振动台试验中土体边界条件模拟方法和计算机分析．结构工程师，2001，59(增刊): 84-8990.李培振，毛国成，何志军等．钢筋混凝土框架柱抗震加固设计人机交互程序的开发．结构工程师，1999，51(增刊): 59-64 教学情况 主讲本科生课程“工程结构全寿命维护”。主讲研究生课程“高等混凝土结构理论”和“有限元理论及应用”。 主要研究方向 1．土与结构动力相互作用研究。2．大型复杂结构静、动力计算分析。3．结构性能鉴定、结构设计和结构加固设计。4．高层及超高层建筑抗震性能研究。5．房屋质量检测、工程抗震鉴定。6. 结构智能防灾减灾 学生信息 当前位置：教师主页 > 学生信息 入学日期 所学专业 学号 学位 招生信息 当前位置：教师主页 > 招生信息 招生学院 招生专业 研究方向 招生人数 推免人数 考试方式 招生类别 招生年份
