NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE

Tian Jie; Huang Wei; Lu Junlong; Zhang Yin

doi:10.13204/j.gyjz201208009

Volume 42 Issue 8

Dec. 2014

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Tian Jie, Huang Wei, Lu Junlong, Zhang Yin. NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 41-44,68. doi: 10.13204/j.gyjz201208009

Citation:

Tian Jie, Huang Wei, Lu Junlong, Zhang Yin. NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 41-44,68. doi: 10.13204/j.gyjz201208009

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NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE

doi: 10.13204/j.gyjz201208009

1.
1. School of Civil Engineering and Architecture,Xi'an University of Technology,Xi'an 710048,China;
2.
2. Institute of Civil Engineering,Xi'an University of Architecture &Technology,Xi'an 710055,China

Received Date: 2012-04-17
Publish Date: 2012-08-20

Abstract

Abstract

The nonlinear dynamic analysis models of the frame-supported ecological composite wall structure wereestablished．The nonlinear dynamic time-history analysis of the frame-supported ecological composite wall structureunder horizontal earthquake has been carried out by IDARC2D．The earthquake responses of the structures andcomposite action of wall beams as well as seismic performance were studied, and the parameters influencing onearthquake responses of the structures were discussed, which can provide a reference basis for the seismic design ofthe structure．

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References(5)

References

科学技术研究报告.密肋壁板轻型框架结构理论与应用研究[R].西安建筑科技大学,2000.

[2] Reinhorn A M,Valles R E,Kunnath S K.IDARC2D Version 6.1:a Program for the Inelastic Damage Analysis of Reinforced Concrete Structures[CP].State University of New York at Buffalo,2006.

[3] Reinhor A M,Valles R E,Kunnath S K.IDARC2D Version 6.1:User's Guide[R].State University of New York at Buffalo,2006.

[4] Sivasevan M V,Reinhorn A M.Hysteretic Models for Cyclic Behavior of Deteriorating Inelastic Sstructures[R].State University of New York at Buffalo,1999.

[5] GB500112001建筑抗震设计规范[S].

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