MODAL PUSHOVER ANALYSIS IMPROVED BY CAPACITY-SPECTRUM THEORY

Xin Li; Wang Min; Zeng Fansheng; Liang Xingwen

doi:10.13204/j.gyjz201101014

Volume 41 Issue 1

Dec. 2014

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Abstract

References

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Citation:

Xin Li, Wang Min, Zeng Fansheng, Liang Xingwen. MODAL PUSHOVER ANALYSIS IMPROVED BY CAPACITY-SPECTRUM THEORY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 51-56. doi: 10.13204/j.gyjz201101014

Citation:

Xin Li, Wang Min, Zeng Fansheng, Liang Xingwen. MODAL PUSHOVER ANALYSIS IMPROVED BY CAPACITY-SPECTRUM THEORY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 51-56. doi: 10.13204/j.gyjz201101014

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MODAL PUSHOVER ANALYSIS IMPROVED BY CAPACITY-SPECTRUM THEORY

doi: 10.13204/j.gyjz201101014

1.
1. Northwest Building Design &Research Institute Co. Ltd,Xi’an 710003,China;
2.
2. Xi’an University of Architecture and Technology,Xi’an 710055,China

Received Date: 2010-07-27
Publish Date: 2011-01-20

Abstract

Abstract

In the procedure of modal pushover analysis,non-linear time-history analysis is not so operative and its analytical result is unstable,the capacity-spectrum theory is used to take the place of dynamic time-history anslysis.Converting the acceleration response spectrum of current code into displacement response spectrum,the displacement response of equivalent single degree of freedom in each mode of vibration can be calculated by capacity spectrum method.Then the displacement response of multi-degree of freedom can be obtained too,and it is used to compare with the corresponding displacement(storey drift ratio) limits,judging whether the structure satisfies its performance objective or not.The proposed method improves the modal pushover analysisoperation and stability.
- modal pushover analysis,
- non-linear time-history analysis,
- capacity-spectrum method,
- performance objective

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References(13)

References

[2] GB 500112010建筑抗震设计规范[S].

GB 500112001建筑抗震设计规范[S].

[3] 王亚勇, 戴国莹.建筑抗震设计规范算例[M].北京:中国建筑工业出版社, 2006.

[4] Gupta B, Kunnath S K.Adaptive Spectra-Based PushoverProcedure for Seismic Evaluation of Structures [J].EarthquakeSpectra, 2000, 16(2):367－391.

[5] Jan Tysh-Shang, Liu Ming Wei.An Upper-Bound PushoverAnalysis Procedure for Estimating the Seismic Demands of HighRise Building[J].Engineering Structures, 2004, 26:117－128.

[6] Chopra A K, Goel R.A Model Pushover Analysis Procedure forEstimating Seismic Demands for Building [J].EarthquakeEngineering and Structural Dynamics, 2002, 31(1):561－582.

[7] 侯爽, 欧进萍.结构pushover 分析的侧向力分布及高阶振型影响[J].地震工程与工程振动, 2004, 24(3):90－97.

[8] 卢文生, 吕西林.框架剪力墙结构模态静力非线性抗震分析方法研究[J].地震工程与工程振动, 2005, 25(1):58－66.

[9] Shibata A, Sozen M.Substitute Structure Method for SeismicDesign in RC[J].Journal of the Structure Divison, ASCE, 1976, 102(1):1－18.

[10] 刘有军, 周建民.基于位移的RC 框架结构抗震设计研究[J].结构工程师, 2003(3):1－6.

[11] 梁兴文, 黄雅捷.钢筋混凝土框架结构基于位移的抗震设计方法研究[J].土木工程学报, 2005, 38(9):53－60.

[12] Filiatrault A, Folz B.Performance-Based Seismic Deisgn of WoodFramed Building[J].Journal of Structural Engineering, 2002, 128(1):39－47.

[13] Miranda E, Garcia J G.Evaluation of Approximate Methods toEstimate Maximum Inelastic Displacement Demands [J].Earthquake Engineering and Structural Dynamics, 2002, 31:539－560.

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