2016年下半年本站最受关注论文

(数据来源:Google Analytics

 

1

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.

2

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

3

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.

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

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.

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

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.

8

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.

9

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.

10

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

11

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.

12

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.

13

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.

14

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.

15

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, Accepted on Apr. 30, 2016, DOI: 10.1061/(ASCE)CF.1943-5509.0000942.

16

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.

17

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.

18

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: 框架试验. 建筑结构, 2012,42(11):19-22+26.

19

Lu X, Lu XZ, Guan H, Xie LL, Application of earthquake-induced collapse analysis in design optimization of a super-tall building, The Structural Design of Tall and Special Buildings, 2016, 25(17): 926-946.

20

朱翔, 陆新征, 杜永峰, 王强, 列车脱轨后运行姿态模拟, 振动与冲击, 2014, 33(23): 145-149.

21

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.

22

Li Y, Lu XZ, Guan H, Ye LP, Progressive collapse resistance demand of RC frames under catenary mechanism, ACI Structural Journal, 2014, 111 (5), 1225-1234.

23

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.

24

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, Accepted on Mar. 18, 2016. DOI: 10.1177/1369433216649385.

25

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.

26

清华大学博士学位论文: FRP-混凝土界面行为研究 2004.10.

27

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.

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

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.

30

Li Y, Lu XZ, Guan H, Ren PQ, Numerical investigation of progressive collapse resistance of RC frames subject to column removals from different stories. Advances in Structural Engineering, 2016, 19(2): 314-326.

说明:

建筑抗震弹塑性分析,(中国建筑工业出版社,2009),混凝土结构有限元分析(清华大学出版社,2005) 有限元法及其应用(机械工业出版社,2006) 三本书已经连续三年每个月名列前两位,从2013年起不再统计。

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