STUDY ON PUSHOVER ANALYSIS METHOD BASED ON LATERAL LOADING PATTERN

Sun Yong; Zhang Zhiqiang; Cheng Wenrang; Li Aiqun

doi:10.13204/j.gyjz200905009

Volume 39 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(5): 47-52,55

Si Bingjun, Sun Zhiguo, Ai Qinghua. APPLICATION OF SOLID65 ELEMENT IN THE FINITE ELEMENT ANALYSIS OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 87-92,81. doi: 10.13204/j.gyjz200701022

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Sun Yong, Zhang Zhiqiang, Cheng Wenrang, Li Aiqun. STUDY ON PUSHOVER ANALYSIS METHOD BASED ON LATERAL LOADING PATTERN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 47-52,55. doi: 10.13204/j.gyjz200905009

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STUDY ON PUSHOVER ANALYSIS METHOD BASED ON LATERAL LOADING PATTERN

doi: 10.13204/j.gyjz200905009

1.
1,2) Zhang Zhiqiang~1 Cheng Wenrang~1 Li Aiqun~1(
2.
1. College of Civil Engineering,Southeast University,NanJing 210096,China;

Received Date: 2008-10-28
Publish Date: 2009-05-20

Abstract

Abstract

Pushover analysis method is a nonlinear method for structure seismic evaluation,which is widely focused on and studied at home and abroad due to its advantages of simplification,practicality and reliability.It was introduced and analysed the hotspot of research on static elastic-plastic analysis methodlateral loading pattern.Based on which two concrete frame high-rise buildings were analyzed by pushover analysis method based on lateral loading pattern.Last,it was analyzed base shear vs top displacement curve and inter-story drift curve,and concluded that static elastic-plastic analysis method based on uniform distribution load pattern and triangle distribution load pattern has a guidance to elastic-plastic analysis of practical projects and that static elastic-plastic analysis method based on modal adaptive distribution load pattern can be used to evaluate structure seismic performance instead of time-history analysis method.
- static elastic-plastic analysis,
- high-order vibration mode lateral load,
- distribution pattern,
- adaptive distribution load pattern

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References(10)

References

ATC.Seismic Evaluation and Retrofit of Concrete Buildings[R],Report No.ATC-40.Applied Technology Council,Redwood City.California:1996;

[2] FEMA 274.Guidelines and Commentary for the Seismic Rehabilitationof Buildings[S].1998;

[3] Andrei M Reinhorn,Sashi K Kunnath,Rodolfo Valles-Mattox.IDARC 2D Version4.0:A Computer Program for the Inelastic DamageA nalysis of Buildings.Technical Report NCEER-96-0010,NationalCenter for Ea rthquake Engineering Research,Buffalo,N.Y.1996:143-175;

[4] Tso W K.Pushover Analyses:a Tool for Performance-Based SeismicDesign[C]//The 5th Conference on T all Buildings.Hongkong:1998:2-9;

[5] 钱稼茹,邹积麟.静力弹塑性分析在工程中的应用研究[C]//第七届高层建筑抗震技术交流会论文集.大连:1999:87-92;

[6] Yang Pu.A Study on Improvement of Pushover Analysis(CD)[C]//12th World Conference On Earthquake Engineering.2000;

[7] Misael Requena.Evaluation of a Simplified Method for theDetermination of the Nonlinear Seismic Response of RC Frames(CD).12th world Conference On Earthquake Engineering.,Paper No.2109,2000:7-11;

[8] 毛华,丁浩民.某复杂高层钢结构静力弹塑性分析及性能评价[J].结构工程师,2006,22(1):22-27,33;

[9] 孙景江.钢筋混凝土结构地震反应分析和试验的若干研究[D].北京:中国地震局工程力学研究所,2001:47-52;

[10] 孙勇.静力弹塑性分析方法及其侧向加载方式的研究[D].南京:东南大学,2008

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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