• 陸新征

    職稱: 教授
    通信地址: 北京清華大學土木工程系(何善衡樓)
    郵編: 100084
    電話: 62795364
    Email: luxz@tsinghua.edu.cn

    個人主頁
    教育背景

    2000.9-2005.1,清華大學土木工程系,博士學位
    1996.9-2000.7,清華大學土木工程系,學士學位

    工作履歷

    2012/12-現在,清華大學土木工程系防災減災工程研究所,教授
    2011/07-2011/09,日本神戶大學(Kobe University) 都市安全研究中心, Visiting Associate Professor
    2010/10-現在,清華大學土木工程系防災減災工程研究所,所長
    2008/10-2009/09,美國斯坦福大學(Stanford University) John A. Blume 地震研究中心, Visiting Scholar
    2007/12-2012/12,清華大學土木工程系防災減災工程研究所,副教授
    2005/03-2007/12,清華大學土木工程系防災減災工程研究所,講師

    開設課程

    研究生課程《鋼筋混凝土有限元》
    研究生課程《災害學》
    本科生課程《土木工程與防災減災》
    本科生課程《土木工程前沿:現代結構數值仿真與極端災害防御》

    研究領域

    土木工程防災減災、結構數值模擬方法

    科研項目

    (1) 國家十三五重點研發計劃課題、2018YFC1504401、城市地震巨災情景構建技術、2018/12-2021/12、主持
    (2) 國家自然科學基金面上項目、51778341、面向“韌性需求”的地震與連續倒塌綜合防御混凝土框架結構及其能量設計方法、2018/01-2021/12、主持
    (3) 國家自然科學基金面上項目、51578320、基于多尺度和分布異構計算的城市建筑群地震災害情景模擬與損失預測、2016/01-2019/12、主持
    (4) 北京市自然科學基金面上項目、8142024、含減振子結構的新型巨型框架結構性能化抗震設計研究、2014/01-2016/12、主持
    (5) 國家十二五科技支撐計劃課題、2013BAJ08B02、基于并行計算與地理信息技術的城市建筑震害仿真技術、2013/01-2017/12、主持
    (6) 國家自然科學基金優秀青年科學基金、51222804、高層建筑抗震、2013/01-2015/12、主持
    (7) 霍英東教育基金會第十三屆高等院校青年教師基金、131071、特大地震災害下超高層巨型結構倒塌機理研究、2012/01-2014/12、主持
    (8) 國家自然科學基金面上項目、51178249、基于GPU/CPU 協同計算的城市建筑群震害模擬、2012/01-2015/12、主持
    (9) 973項目子課題、2012CB719703、火災作用下高層建筑關鍵構件和節點的損傷機制與防護、2012/01-2016/12、主持
    (10) 交通運輸部交通運輸建設重大科技專項子課題、2011-318-223-170、特大型橋梁災變評價體系與方法研究、2011/01-2015/01、主持
    (11) 國家自然科學基金青年基金項目、50808106、超高車輛撞擊立交橋梁的機理與防護對策研究、2009/01-2011/12、主持
    (12) 國家“十一五”科技支撐計劃子課題、2009BAJ28B01、特大地震下鋼筋混凝土框架結構抗倒塌關鍵技術研究、2009/01-2012/12、主持
    (13) 交通部西部交通建設科技項目子課題、2008-318-223-43、橋梁事故調查及過程反演計算機輔助技術研究、2009/01-2012/12、主持

    學術兼職

    (1) Journal of Structural Engineering-ASCE, Associate Editor
    (2) 《工程力學》期刊主編
    (3) 中國土木工程學會理事
    (4) 中國力學學會結構工程專業委員會副主任委員
    (5) 中國建筑學會建筑結構分會理事
    (6) 中國災害防御協會理事
    (7) 國務院學位委員會學科評議組秘書
    (8) 首屆國家震后房屋建筑應急評估專家隊成員
    (9) ACI 377 委員會 Voting member

    獎勵與榮譽

    科研獎勵
    (1) 茅以升北京青年科技獎,2018年
    (2) 國家自然科學二等獎(2/4),2013年
    (3) 國家科技進步一等獎(創新團隊,9/14),2018年
    (4) 國家科技進步二等獎(9/10),2013年
    (5) 中國公路學會科學技術一等獎(3/15),2014年
    (6) “Runner-up of the J.M. Ko Medal”, Advances in Structural Engineering, 2014 年
    (7) Elsevier“中國高被引學者(Most Cited Chinese Researchers)-土木和結構工程學科” (2014-2018)

    人才獎勵
    (1) 國家“萬人計劃”科技創新領軍人才,2016年
    (2) 教育部長江學者獎勵計劃(青年學者),2015年
    (3) 國家自然科學基金優秀青年科學基金,2012年
    (4) 霍英東教育基金會第十三屆高等院校青年教師基金,2011年
    (5) 教育部新世紀優秀人才支持計劃,2010年

    教學獎勵
    (1) “清華大學青年教師教學優秀獎”,2008年
    (2) “清華大學年度教學優秀獎”,2017年
    (3) 清華大學教學成果一等獎(2/5),2012年

    學術成果

    專著
    [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] 陸新征,工程地震災變模擬:從高層建筑到城市區域, 科學出版社, 2015. ISBN 978-7-03-045687-8
    [3] 陸新征, 許鎮, 黃盛楠, 基于計算機輔助的橋梁倒塌事故分析, 北京: 清華大學出版社,2015. ISBN 978-7-302-38725-1
    [4] 陸新征, 李易, 葉列平, 混凝土結構防連續倒塌理論與設計方法研究, 北京: 中國建筑工業出版社,2011. ISBN 978-7-112-13657-5
    [5] 陸新征, 何水濤, 黃盛楠, 超高車輛撞擊橋梁上部結構研究:破壞機理、設計方法和防護對策,北京: 中國建筑工業出版社,2011. ISBN 978-7-112-13586-8
    [6] 馮鵬, 陸新征, 葉列平著, 纖維增強復合材料建設工程應用技術:試驗, 理論與方法, 北京:中國建筑工業出版社, 2011. ISBN 978-7-112-12746-7

    教材
    [1] 陸新征, 蔣慶, 繆志偉, 潘鵬, 建筑抗震彈塑性分析(第二版), 中國建筑工業出版社, 2015.
    [2] 任愛珠, 許鎮, 紀曉東, 陸新征, 防災減災工程與技術, 清華大學出版社, 2014.
    [3] 江見鯨, 陸新征, 混凝土結構有限元分析(第二版), 北京: 清華大學出版社, 2013.
    期刊論文
    [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: 10.1080/13632469.2017.1297269.
    [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: 10.1080/13632469.2016.1160009.
    [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): 04016079. DOI: 10.1061/(ASCE)CF.1943-5509.0000942.
    [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: 10.1177/1369433216649385.
    [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: 10.14359/51686809
    [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.1943-5592.0000472
    [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.1943-5509.0000329.
    [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.

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