1

工程地震灾变模拟：从高层建筑到城市区域, 陆新征 著, 科学出版社, 2015.

2

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.

3

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.

4

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, Accepted on Jul. 2016, DOI: 10.1016/j.engstruct.2016.07.039.

5

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.

6

建筑抗震弹塑性分析（第二版）, 陆新征，蒋庆，缪志伟，潘鹏 编著, 中国建筑工业出版社, 2015.

7

Xie LL, Lu XZ, Guan H, Lu X, Experimental study and numerical model calibration for earthquake-induced collapse of RC frames with emphasis on key columns, joints and overall structure. Journal of Earthquake Engineering, 2015, 19:8, 1320-1344.

8

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.

9

混凝土结构防连续倒塌理论与设计方法研究, 陆新征, 李易, 叶列平著, 中国建筑工业出版社, 2011.

10

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.

11

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, Accepted on Jan. 20, 2016. DOI: 10.1007/s10694-016-0566-6

12

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.

13

清华大学博士学位论文: FRP-混凝土界面行为研究 2004.10.

14

Zeng X, Lu XZ, Yang T, Xu Z, Application of the FEMA-P58 methodology for regional earthquake loss prediction, Natural Hazards, Accepted on Mar. 18, 2016, DOI: 10.1007/s11069-016-2307-z.

15

叶列平, 陆新征, 赵世春, 李易, 框架结构抗地震倒塌能力的研究——汶川地震极震区几个框架结构震害案例的分析, 建筑结构学报, 2009, 30(6): 67-76.

16

陆新征, 叶列平, 潘鹏, 赵作周, 纪晓东, 钱稼茹. 钢筋混凝土框架结构拟静力倒塌试验研究及数值模拟竞赛Ⅰ: 框架试验. 建筑结构, 2012,42(11):19-22+26.

17

超高车辆撞击桥梁上部结构研究, 陆新征, 何水涛, 黄盛楠著, 中国建筑工业出版社, 2011.

18

陆新征, 卢啸, 张炎圣, 何水涛, 超高车辆撞击桥梁上部结构撞击力的工程计算方法, 中国公路学报, 2011, 24(2): 49-55.

19

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.

20

汪训流, 陆新征, 叶列平, 往复荷载下钢筋混凝土柱受力性能的数值模拟, 工程力学, 2007, 24(12): 76-81.

21

叶列平, 曲哲, 马千里, 林旭川, 陆新征, 潘鹏, 从汶川地震框架结构震害谈"强柱弱梁"屈服机制的实现, 建筑结构, 2008, 38(11): 52-59.

22

Miao ZW, Ye LP, Guan H, Lu XZ, Evaluation of modal and traditional pushover analyses in frame-shear-wall structures, Advances in Structural Engineering, 2011, 14(5): 815-836.

23

施炜, 陆新征, 叶列平, 曲哲, 建筑结构倒塌分析的单自由度模型, 工程力学, 2012, 29(10): 5-12.

24

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, Accepted on Jan. 24, 2017, DOI: 10.1080/13632469.2017.1297269.

25

叶列平, 陆新征, 马千里, 汪训流, 缪志伟, 混凝土结构抗震非线性分析模型、方法及算例, 工程力学, 2006, 23(sup. II): 131-140.

26

Li MK, Lu X, Lu XZ, Ye LP, Influence of soil–structure interaction on seismic collapse resistance of super-tall buildings, Journal of Rock Mechanics and Geotechnical Engineering, 2014, 6, 477-485.

27

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, Accepted on Feb. 26, 2016. DOI: 10.1080/13632469.2016.1160009.

28

唐代远, 陆新征, 叶列平, 施炜, 柱轴压比对我国RC框架结构抗地震倒塌能力的影响, 工程抗震与加固改造, 2010, 32(5): 26-35.

29

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.

30

叶列平, 陆新征, 李易, 梁益, 马一飞, 混凝土框架结构的抗连续性倒塌设计方法, 建筑结构, 2010, 40(2): 1-7.