Wang Zhaohui, Wang Mengfu. THREE-DIMENSIONAL PUSHOVER ANALYSIS FOR REINFORCED CONCRETE ASYMMETRIC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 38-42. doi: 10.13204/j.gyjz200806012
Citation:
Wang Zhaohui, Wang Mengfu. THREE-DIMENSIONAL PUSHOVER ANALYSIS FOR REINFORCED CONCRETE ASYMMETRIC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION , 2008, 38(6): 38-42. doi: 10.13204/j.gyjz200806012
Wang Zhaohui, Wang Mengfu. THREE-DIMENSIONAL PUSHOVER ANALYSIS FOR REINFORCED CONCRETE ASYMMETRIC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 38-42. doi: 10.13204/j.gyjz200806012
Citation:
Wang Zhaohui, Wang Mengfu. THREE-DIMENSIONAL PUSHOVER ANALYSIS FOR REINFORCED CONCRETE ASYMMETRIC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION , 2008, 38(6): 38-42. doi: 10.13204/j.gyjz200806012
THREE-DIMENSIONAL PUSHOVER ANALYSIS FOR REINFORCED CONCRETE ASYMMETRIC STRUCTURES
Received Date: 2008-02-22
Publish Date:
2008-06-20
Abstract
The principle and procedure of 3D pushover analysis with N2 method are studied,Then,3D pushover analysis is performed for a 12-story reinforced concrete asymmetric frame structure,whose result is evaluated by the elastic-plastic time history analysis.The comparative result shows that the N2 method with reversed-triangle and simplified modal lateral load pattern can predict the more rationally maximal interstory drift,and that the pushover's result underestimates the elastic-plastic interstory torsion rotations.
References
[2] Fajfar P. Structural Analysis in Earthquake Engineering-A Breakthrough of Simplified Non-linear Method[M].London,2002.843.
Moghadam A S,Tso W K. 3-D Pushover Analysis for Damage Assessment of Buildings[J].Journal of Seismology and Earthquake Engineering,2000,(03):23-31.
[3] Anil K Chopra,Rakesh K Goel. A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Unsymmetric-plane Buildings:Theory and Preliminary Evaluation[Report No.EERC 2003-08(8)][R].College of Engineering University of California,Berkeley,2003.1-39.
[4] Penelis Gr G,Kappos A J. 3D Pushover Analysis:the Issue of Torsion[M].London,2002.15.
[5] 李刚,刘永. 三维偏心结构的Pushover分析[J].计算力学学报,2005,(05):529-533.
[6] Fajfar Peter. A Nonlinear Analysis Method for Performance Based Seismic Design[J].Earthquake(Spectra),2000,(03):573-592.
Relative Articles
[1] ZHANG Haoyu, DING Yong, LI Denghua. A Structural Surface Crack Detection Method Based on 3D Reconstruction [J]. INDUSTRIAL CONSTRUCTION, 2024, 54(5): 60-67. doi: 10.13204/j.gyjzG22102611
[2] DU Yongfeng, MA Tianjun, HAN Bo, LI Hu. 3D Vibration Displacement Monitoring of Structures Base on SIFT Stereo Matching [J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 105-112,134. doi: 10.13204/j.gyjzG23061302
[3] WANG Libo, LIN Zhongcai, HAN Jinwen. Research on Intelligent Demolition Method Based on BIM and 3D Scanning [J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 12-21. doi: 10.13204/j.gyjzG22012601
[4] TU Mulan, LI Haifeng. An Optimal Design Method for Asymmetric Profile Steel Joints Considering Seismic Performances [J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 130-138,146. doi: 10.13204/j.gyjzG22080605
[5] LI Jianfei. SENSITIVITY ANALYSIS OF FACTORS EFFECTING 3D STABILITY OF SLOPES REINFORCED WITH ANTI-SLIDE PILES [J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 156-164. doi: 10.13204/j.gyjzG19083102
[6] ZOU Yichong, HU Lili, FENG Peng, LI Qingwei, TENG Mingrui. PRECISE MEASUREMENT METHOD OF INITIAL GEOMETRIC IMPERFECTIONS OF STEEL STRUCTURAL MEMBERS USING THREE-DIMENSIONAL LASER SCANNING [J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 22-29. doi: 10.13204/j.gyjzG20110602
[7] GAO Hui, CHEN Lei, GAN Mingyan, WEN Chuanliang, LIAO Biao, ZENG Zhiwen. CONSTRUCTION DEFORMATION CONTROL OF MEGA ASYMMETRICAL SUSPENDED PURE STEEL STRUCTURE TOWER [J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 181-185. doi: 10.13204/j.gyjzG19122008
[8] YAO Xihong, ZHOU Yemei, JIA Song, ZHAO Wei. REALIZATION METHOD AND APPLICATION OF BUILDING REVERSE MODELING BASED ON 3D LASER SCANNING [J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 178-181,189. doi: 10.13204/j.gyjz202003031
[14] Wei Demin, Zhu Fan. PUSHOVER METHOD FOR WIND-RESISTANCE ANALYSES OF TALL BUILDING STRUCTURES [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 41-45,12. doi: 10.13204/j.gyjz200908012
[15] Li Liang. COMPARISON OF DIFFERENT PROCEDURES FOR SIMULATING SLIDING BODIES IN SLOPE STABILITY ANALYSIS BASED ON THREE-DIMENSIONAL LIMIT EQUILIBRIUM METHOD [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 62-66. doi: 10.13204/j.gyjz200807015
[16] Nie Rusong, Leng Wuming, Deng Zongwei, Zhao Jian. 3D FINITE ELEMENT RESEARCH ON SOIL ARCHING EFFECT BETWEEN THE PASSIVE SQUARE PILES [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 47-52. doi: 10.13204/j.gyjz200707015
Proportional views
Created with Highcharts 5.0.7 Amount of access Chart context menu Abstract Views, HTML Views, PDF Downloads Statistics Abstract Views HTML Views PDF Downloads 2024-02 2024-03 2024-04 2024-05 2024-06 2024-07 2024-08 2024-09 2024-10 2024-11 2024-12 2025-01 0 2 4 6 8
Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 17.9 % FULLTEXT : 17.9 % META : 82.1 % META : 82.1 % FULLTEXT META
Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 2.6 % 其他 : 2.6 % 北京 : 10.3 % 北京 : 10.3 % 张家口 : 7.7 % 张家口 : 7.7 % 海口 : 2.6 % 海口 : 2.6 % 芒廷维尤 : 64.1 % 芒廷维尤 : 64.1 % 衢州 : 2.6 % 衢州 : 2.6 % 西宁 : 5.1 % 西宁 : 5.1 % 重庆 : 5.1 % 重庆 : 5.1 % 其他 北京 张家口 海口 芒廷维尤 衢州 西宁 重庆