THREE-DIMENSIONAL PUSHOVER ANALYSIS FOR REINFORCED CONCRETE ASYMMETRIC STRUCTURES

Wang Zhaohui; Wang Mengfu

doi:10.13204/j.gyjz200806012

Volume 38 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(6): 38-42

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

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THREE-DIMENSIONAL PUSHOVER ANALYSIS FOR REINFORCED CONCRETE ASYMMETRIC STRUCTURES

doi: 10.13204/j.gyjz200806012

1.
College of Civil Engineering,Hunan Univ. Changsha 410082

Received Date: 2008-02-22
Publish Date: 2008-06-20

Abstract

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.
- asymmetric structures,
- 3D pushover analysis,
- N2 method

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References(6)

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.

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