职称： 教授
通信地址： 北京清华大学土木工程系（何善衡楼）
邮编： 100084
电话： **
Email: luxz@tsinghua.edu.cn 通信地址：北京市海淀区清华大学土木工程系
邮编：100084
电话号码：
E-mail：fanjsh@tsinghua.edu.cn
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个人主页
http://www.luxinzheng.net
教育背景
2000.9－2005.1，清华大学土木工程系，博士学位
1996.9－2000.7，清华大学土木工程系，学士学位
工作履历
2012/12－现在，清华大学土木工程系防灾减灾工程研究所，教授
2011/07－2011/09，日本神户大学(Kobe University) 都市安全研究中心， Visiting Associate Professor
2010/10－现在，清华大学土木工程系防灾减灾工程研究所，所长
2008/10－2009/09，美国斯坦福大学(Stanford University) John A. Blume 地震研究中心， Visiting Scholar
2007/12－2012/12，清华大学土木工程系防灾减灾工程研究所，副教授
2005/03－2007/12，清华大学土木工程系防灾减灾工程研究所，讲师
开设课程
研究生课程《钢筋混凝土有限元》
研究生课程《灾害学》
本科生课程《土木工程与防灾减灾》
本科生课程《土木工程前沿：现代结构数值仿真与极端灾害防御》
研究领域
土木工程防灾减灾、结构数值模拟方法
科研项目
(1) 国家十三五重点研发计划课题、2018YFC**、城市地震巨灾情景构建技术、2018/12-2021/12、主持
(2) 国家自然科学基金面上项目、**、面向“韧性需求”的地震与连续倒塌综合防御混凝土框架结构及其能量设计方法、2018/01-2021/12、主持
(3) 国家自然科学基金面上项目、**、基于多尺度和分布异构计算的城市建筑群地震灾害情景模拟与损失预测、2016/01-2019/12、主持
(4) 北京市自然科学基金面上项目、**、含减振子结构的新型巨型框架结构性能化抗震设计研究、2014/01-2016/12、主持
(5) 国家十二五科技支撑计划课题、2013BAJ08B02、基于并行计算与地理信息技术的城市建筑震害仿真技术、2013/01-2017/12、主持
(6) 国家自然科学基金优秀青年科学基金、**、高层建筑抗震、2013/01-2015/12、主持
(7) 霍英东教育基金会第十三届高等院校青年教师基金、131071、特大地震灾害下超高层巨型结构倒塌机理研究、2012/01-2014/12、主持
(8) 国家自然科学基金面上项目、**、基于GPU/CPU 协同计算的城市建筑群震害模拟、2012/01-2015/12、主持
(9) 973项目子课题、2012CB719703、火灾作用下高层建筑关键构件和节点的损伤机制与防护、2012/01-2016/12、主持
(10) 交通运输部交通运输建设重大科技专项子课题、2011-318-223-170、特大型桥梁灾变评价体系与方法研究、2011/01-2015/01、主持
(11) 国家自然科学基金青年基金项目、**、超高车辆撞击立交桥梁的机理与防护对策研究、2009/01-2011/12、主持
(12) 国家“十一五”科技支撑计划子课题、2009BAJ28B01、特大地震下钢筋混凝土框架结构抗倒塌关键技术研究、2009/01-2012/12、主持
(13) 交通部西部交通建设科技项目子课题、2008-318-223-43、桥梁事故调查及过程反演计算机辅助技术研究、2009/01-2012/12、主持
学术兼职
(1) Journal of Structural Engineering-ASCE, Associate Editor
(2) 《工程力学》期刊主编
(3) 中国土木工程学会理事
(4) 中国力学学会结构工程专业委员会副主任委员
(5) 中国建筑学会建筑结构分会理事
(6) 中国灾害防御协会理事
(7) 国务院学位委员会学科评议组秘书
(8) 首届国家震后房屋建筑应急评估专家队成员
(9) ACI 377 委员会 Voting member
奖励与荣誉
科研奖励
(1) 茅以升北京青年科技奖，2018年
(2) 国家自然科学二等奖（2/4），2013年
(3) 国家科技进步一等奖（创新团队，9/14），2018年
(4) 国家科技进步二等奖（9/10），2013年
(5) 中国公路学会科学技术一等奖(3/15)，2014年
(6) “Runner-up of the J.M. Ko Medal”, Advances in Structural Engineering, 2014 年
(7) Elsevier“中国高被引学者(Most Cited Chinese Researchers)-土木和结构工程学科” (2014-2018)

人才奖励
(1) 国家“****”科技创新领军人才，2016年
(2) 教育部****奖励计划（青年学者），2015年
(3) 国家自然科学基金优秀青年科学基金，2012年
(4) 霍英东教育基金会第十三届高等院校青年教师基金，2011年
(5) 教育部新世纪优秀人才支持计划，2010年

教学奖励
(1) “清华大学青年教师教学优秀奖”，2008年
(2) “清华大学年度教学优秀奖”，2017年
(3) 清华大学教学成果一等奖(2/5)，2012年
学术成果
专著
[1]Lu XZ, Guan H, Earthquake Disaster Simulation of Civil Infrastructures: From Tall Buildings to Urban Areas, Singapore: Springer, 2017. ISBN 978-981-10-3086-4. DOI: 10.1007/978-981-10-3087-1.
[2]陆新征，工程地震灾变模拟：从高层建筑到城市区域, 科学出版社, 2015. ISBN 978-7-03-045687-8
[3]陆新征, 许镇, 黄盛楠, 基于计算机辅助的桥梁倒塌事故分析, 北京: 清华大学出版社，2015. ISBN 978-7-302-38725-1
[4]陆新征, 李易, 叶列平, 混凝土结构防连续倒塌理论与设计方法研究, 北京: 中国建筑工业出版社，2011. ISBN 978-7-112-13657-5
[5]陆新征, 何水涛, 黄盛楠, 超高车辆撞击桥梁上部结构研究：破坏机理、设计方法和防护对策，北京: 中国建筑工业出版社，2011. ISBN 978-7-112-13586-8
[6]冯鹏, 陆新征, 叶列平著, 纤维增强复合材料建设工程应用技术：试验, 理论与方法, 北京:中国建筑工业出版社, 2011. ISBN 978-7-112-12746-7

教材
[1]陆新征, 蒋庆, 缪志伟, 潘鹏, 建筑抗震弹塑性分析（第二版）, 中国建筑工业出版社, 2015.
[2]任爱珠, 许镇, 纪晓东, 陆新征, 防灾减灾工程与技术, 清华大学出版社, 2014.
[3]江见鲸, 陆新征, 混凝土结构有限元分析（第二版）, 北京: 清华大学出版社, 2013.
期刊论文
[1]Lu XZ*, Zhang L, Lin KQ, Li Y, Improvement to composite frame systems for seismic and progressive collapse resistance, Engineering Structures, 2019, 186: 227-242. DOI: 10.1016/j.engstruct.2019.02.006
[2]Lin KQ, Lu XZ*, Li Y, Guan H, Experimental study of a novel multi-hazard resistant prefabricated concrete frame structure, Soil Dynamics and Earthquake Engineering, 2019, 119: 390-407. DOI: 10.1016/j.soildyn.2018.04.011
[3]Lu XZ*, Yang ZB, Cimellaro GP, Xu Z, Pedestrian evacuation simulation under the scenario of earthquake-induced falling debris, Safety Science, 2019, 114: 61-71. DOI: 10.1016/j.ssci.2018.12.028.
[4]Xu Z, Lu XZ*, Zeng X, Xu YJ, Li Y, Seismic loss assessment for buildings with various-LOD BIM data, Advanced Engineering Informatics, 2019, 39: 112-126. DOI: 10.1016/j.aei.2018.12.003
[5]Lu XZ*, Zeng X, Xu Z, Guan H, Improving the accuracy of near-real-time seismic loss estimation using post-earthquake remote sensing images, Earthquake Spectra, 2018, 34(3): 1219-1245. DOI: 10.1193/041417EQS072M
[6]Lu XZ*, Tian Y, Cen S, Guan H, Xie LL, Wang LS, A high-performance quadrilateral flat shell element for seismic collapse simulation of tall buildings and its implementation in OpenSees, Journal of Earthquake Engineering, 2018, 22(9): 1662-1682. DOI: 10.1080/**.2017.**.
[7]Lu XZ*, Tian Y, Wang G, Huang DR, A numerical coupling scheme for nonlinear time-history analysis of buildings on a regional scale considering site-city interaction effects, Earthquake Engineering & Structural Dynamics, 2018, 47(13): 2708-2725. DOI: 10.1002/eqe.3108
[8]Lu XZ*, Zhang L, Cui Y, Li Y, Ye LP, Experimental and theoretical study on a novel dual-functional replaceable stiffening angle steel component, Soil Dynamics and Earthquake Engineering, 2018, 114: 378-391. DOI: 10.1016/j.soildyn.2018.07.040.
[9]Lu XZ*, Lin KQ, Li CF, Li Y, New analytical calculation models for compressive arch action in reinforced concrete structures, Engineering Structures, 2018, 168: 721-735. DOI: 10.1016/j.engstruct.2018.04.097.
[10]Xu Z, Zhang ZC, Lu XZ*, Zeng X, Guan H, Post-earthquake fire simulation considering overall seismic damage of sprinkler systems based on BIM and FEMA P-58, Automation in Construction, 2018, 90: 9-22. DOI:10.1016/j.autcon.2018.02.015.
[11]Lu XZ*, Tian Y, Guan H, Xiong C, Parametric sensitivity study on regional seismic damage prediction of reinforced masonry buildings based on time-history analysis, Bulletin of Earthquake Engineering, 2017, 15(11): 4791-4820. DOI: 10.1007/s10518-017-0168-9.
[12]Lu XZ, Lin KQ, Li Y, Guan H, Ren PQ, Zhou YL, Experimental investigation of RC beam-slab substructures against progressive collapse subject to an edge-column-removal scenario, Engineering Structures, 2017, 149: 91-103. DOI: 10.1016/j.engstruct.2016.07.039.
[13]Xiong C, Lu XZ*, Lin XC, Xu Z, Ye LP, Parameter determination and damage assessment for THA-based regional seismic damage prediction of multi-story buildings, Journal of Earthquake Engineering, 2017, 21(3): 461-485. DOI: 10.1080/**.2016.**.
[14]Lin KQ, Li Y, Lu XZ*, Guan H, Effects of seismic and progressive collapse designs on the vulnerability of RC frame structures. Journal of Performance of Constructed Facilities-ASCE, 2017, 31(1): **. DOI: 10.1061/(ASCE)CF.1943-5509.**.
[15]Lu XZ*, Li Y, Guan H, Ying MJ, Progressive collapse analysis of a typical super-tall reinforced concrete frame-core tube building exposed to extreme fires. Fire Technology, 2017, 53(1): 107-133. DOI: 10.1007/s10694-016-0566-6.
[16]Lu X, Lu XZ*, Guan H, Xie LL, Application of earthquake-induced collapse analysis in design optimization of a supertall building, The Structural Design of Tall and Special Buildings, 2016, 25(17): 926–946. DOI: 10.1002/tal.1291.
[17]Tian Y, Lu X, Lu XZ*, Li MK, Guan H, Quantifying the seismic resilience of two tall buildings designed using Chinese and US codes, Earthquakes and Structures, 2016, 11(6): 925-942. DOI: 10.12989/eas.2016.11.6.925.
[18]Li Y, Lu XZ*, Guan H, Ren PQ, Qian LP, Probability-based progressive collapse-resistant assessment for reinforced concrete frame structures, Advances in Structural Engineering, 2016, 19(11): 1723–1735. DOI: 10.1177/**49385.
[19]Zeng X, Lu XZ*, Yang T, Xu Z, Application of the FEMA-P58 methodology for regional earthquake loss prediction, Natural Hazards, 2016, 83(1): 177-192. DOI: 10.1007/s11069-016-2307-z.
[20]Xu Z, Lu XZ*, Law KH, A computational framework for regional seismic simulation of buildings with multiple fidelity models, Advances in Engineering Software, 2016, 99: 100-110. DOI:10.1016/j.advengsoft.2016.05.014
[21]Ren PQ, Li Y, Lu XZ*, Guan H, Zhou YL, Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam-slab substructures under a middle-column-removal scenario, Engineering Structures, 2016, 118: 28-40. DOI: 10.1016/j.engstruct.2016.03.051.
[22]Xiong C, Lu XZ*, Guan H, Xu Z, A nonlinear computational model for regional seismic simulation of tall buildings, Bulletin of Earthquake Engineering, 2016, 14(4): 1047-1069. DOI: 10.1007/s10518-016-9880-0
[23]Lu XZ*, Xie LL, Yu C, Lu X, Development and application of a simplified model for the design of a super-tall mega-braced frame-core tube building. Engineering Structures, 2016, 110: 116-126. DOI: 10.1016/j.engstruct.2015.11.039
[24]Lu XZ*, Lin KQ, Cen S, Xu Z, Lin L, Comparing different fidelity models for the impact analysis of large commercial aircrafts on a containment building, Engineering Failure Analysis, 2015, 57: 254-269. DOI: 10.1016/j.engfailanal.2015.08.002.
[25]Lu XZ*, Li MK, Guan H, Lu X, Ye LP, A comparative case study on seismic design of tall RC frame-core tube structures in China and USA. The Structural Design of Tall and Special Buildings, 2015, 24: 687-702. DOI: 10.1002/tal.1206
[26]Xiong C, Lu XZ*, Hori M, Guan H, Xu Z, Building seismic response and visualization using 3D urban polygonal modeling. Automation in Construction, 2015, 55: 25–34. DOI: 10.1016/j.autcon.2015.03.023s
[27]Lu XZ*, Xie LL, Guan H, Huang YL, Lu X, A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees. Finite Elements in Analysis & Design, 2015, 98: 14-25. DOI: 10.1016/j.finel.2015.01.006
[28]Li Y, Lu XZ, Guan H, Ye LP, Progressive collapse resistance demand of reinforced concrete frames under catenary mechanism. ACI Structural Journal, 2014, 111(5): 1225-1234. doi: 10.14359/**
[29]Lu X, Lu XZ*, Sezen H, Ye LP, Development of a simplified model and seismic energy dissipation in a super-tall building. Engineering Structures, 2014, 67: 109-122. doi: 10.1016/j.engstruct.2014.02.017.
[30]Xu Z, Lu XZ*, Guan H, Ren AZ, High-speed visualization of time-varying data in large-scale structural dynamic analyses with a GPU. Automation in Construction, 2014, 42:90-99. 10.1016/j.autcon.2014.02.020
[31]Lu XZ*, Han B, Hori M, Xiong C, Xu Z, A coarse-grained parallel approach for seismic damage simulations of urban areas based on refined models and GPU/CPU cooperative computing. Advances in Engineering Software, 2014, 70: 90-103. doi: 10.1016/j.advengsoft.2014.01.010
[32]Xu LJ, Lu XZ*, Guan H, Zhang YS. Finite-element and simplified models for collision simulation between over-height trucks and bridge superstructures. Journal of Bridge Engineering, ASCE. 2013, 18(11): 1140–1151. doi:10.1061/(ASCE)BE.1943-5592.**
[33]Lu XZ*, Lu X, Guan H, Zhang WK, Ye LP. Earthquake-induced collapse simulation of a super-tall mega-braced frame-core tube building. Journal of Constructional Steel Research, 2013, 82: 59-71.
[34]Lu X, Lu XZ*, Guan H, Ye LP, Collapse simulation of reinforced concrete high-rise building induced by extreme earthquakes. Earthquake Engineering & Structural Dynamics, 2013, 42(5): 705-723. doi:10.1002/eqe.2240
[35]Xu Z, Lu XZ*, Guan H, Lu X, Ren AZ, Progressive-collapse simulation and critical region identification of a stone arch bridge. Journal of Performance of Constructed Facilities-ASCE, 2013, 27(1): 43–52. doi:10.1061/(ASCE)CF.1943-5509.**.
[36]Lu X, Lu XZ*, Zhang WK, Ye LP. Collapse simulation of a super high-rise building subjected to extremely strong earthquakes. Science China Technological Sciences, 2011, 54(10): 2549-2560.
[37]Li Y, Lu XZ*, Guan H, Ye LP, An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures. Engineering Structures, 2011, 33(10): 2931–2942.
[38]Lu XZ, Teng JG, Ye LP, Jiang JJ, Intermediate crack debonding in FRP-strengthened RC beams: FE analysis and strength model. Journal of Composites for Construction, ASCE, 2007, 11(2): 161-174.
[39]Lu XZ, Jiang JJ, Teng JG, Ye LP, Finite element simulation of debonding in FRP-to-concrete bonded joints. Construction and Building Materials, 2006, 20 (6): 412-424.
[40]Lu XZ, Teng JG, Ye LP, Jiang JJ, Bond-slip models for FRP sheets/plates bonded to concrete. Engineering Structures, 2005, 27(6): 920-937.
[41]Lu XZ, Ye LP, Teng JG, Jiang JJ, Meso-scale finite element model for FRP sheets/plates bonded to concrete. Engineering Structures, 2005, 27(4): 564-575.
1978.3 – 1982.1 湖南大学土木工程系（工业与民用建筑专业） 工学学士
1982.2 – 1984.12 郑州工学院土木建筑工程系（结构工程专业） 工学硕士
1989.2 – 1991.12 南斯拉夫铁托格勒大学土木工程学院（结构工程专业）技术科学博士
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