1

建筑抗震弹塑性分析, 陆新征，叶列平, 缪志伟编著, 中国建筑工业出版社, 2009

2

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.

3

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.

4

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.

5

黄秋昊, 黄盛楠, 陆新征, 胡皓宇, 汪家继, 高层建筑围护结构地震破坏导致次生灾害的初步研究, 第21届全国结构工程学术会议论文集, 2012-10-13~14, 沈阳, Vol. III: 267-271.

6

Lu XZ, Lin XC, Ma Yh, Li Y, Ye LP, Numerical simulation for the progressive collapse of concrete building due to earthquake, Proc. the 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China, CDROM.

7

陆新征, 张万开, 柳国环, 基于推覆分析的RC框架地震倒塌易损性预测, 地震工程与工程振动, 2012, 32(4): 1-6.

8

Lu XZ., Yang N., Jiang JJ. Application of computer simulation technology for structure analysis in disaster.Automation in Construction. 2004. 13 (5) . 597- 606.

9

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.

10

Lu XZ, Jiang JJ, Simulation for the collapse of WTC after aeroplane impact, T. S. Lok (Ed.), Proc. International Conference on Protection of Structures Against Hazard, Singapore, 2002 57-60.

11

Miao ZW, Lu XZ, Jiang JJ, Ye LP, Nonlinear FE model for RC shear walls based on multi-layer shell element and microplane constitutive model, Proc. Computational Methods in Engineering And Science (EPMESC X), Tsinghua University Press & Springer-Verlag, Aug. 2006, Sanya, Hainan,China, 2006, CDROM.

12

Xu Z, Ren AZ, Lu XZ, Lu X, Bridge collapse scene simulation based on the finite element method and virtual reality technology, Proc. 14th Int. Conference on Computing in Civil and Building Engineering, 2012.06. Moscow, Russia: 194-195.

13

清华大学博士学位论文: FRP-混凝土界面行为研究 2004.10.

14

Lu XZ, Ye LP, Ma YH, Tang DY, Lessons from the collapse of typical RC frames in Xuankou School during the great Wenchuan Earthquake, Advances in Structural Engineering, 2012, 15(1): 139-153.

15

李易, 陆新征, 叶列平, 任爱珠, 混凝土框架结构火灾连续倒塌数值分析模型, 工程力学, 2012, 29(4): 96-103.

16

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.

17

Xu LJ, Lu XZ, Smith S, He ST, Scaled model test for collision between over-height truck and bridge superstructure, International Journal of Impact Engineering, 2012, 49: 31-42.

18

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.

19

Han B, Lu XZ, Xu Z, Li Y, Seismic damage simulation for urban buildings based on high-performance GPU computing, Proc. 14th Int. Conference on Computing in Civil and Building Engineering, 2012.06. Moscow, Russia :368-369.

20

Shi W, Lu XZ, Ye LP. Uniform-risk-targeted seismic design for collapse safety of building structures. Science China Technological Sciences, 2012, 55(6): 1481-1488.

21

Huang SN, Lu XZ, Ye LP, A hysteretic model of conventional steel braces and an analysis of the collapse prevention effect of brace strengthening, Applied Mechanics and Materials, 2012, 174-177: 3-10.

22

Ye LP, Lu XZ, Qu Z, Hou JQ, Distributed TLDs in RC floors and their vibration reduction efficiency, Earthquake Engineering and Engineering Vibration, 2008, 7(1): 107-112.

23

Lu XZ., Teng JG., Ye LP., Jiang JJ. Bond-slip models for FRP sheets/plates externally bonded to concrete. Engineering Structures. 2005. 27(6) . 920-937.

24

马千里, 叶列平, 陆新征, 马玉虎, 现浇楼板对框架结构柱梁强度比的影响研究,汶川地震建筑震害调查与灾后重建分析报告, 北京中国建筑工业出版社, 2008.6, 北京, 263-271.

25

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.

26

李易, 叶列平, 陆新征, 基于能量方法的RC框架结构连续倒塌抗力需求分析I：梁机制, 建筑结构学报, 2011, 32(11): 1-8.

27

陆新征, 林旭川, 叶列平, 多尺度有限元建模方法及其应用, 华中科技大学学报（城市科学版）, 2008, 25(4): 76-80.

28

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.

29

纤维增强复合材料建设工程应用技术, 冯鹏, 陆新征, 叶列平著, 中国建筑工业出版社, 2011.

30

陆新征, 江见鲸.利用ANSYS Solid65单元分析复杂应力条件下的混凝土结构. 建筑结构. 2003. 33(6). 22-24.