STATIC-DYNAMIC ANALYTICAL METHOD IN ENERGY－DISSIPATED DESIGN OF HIGH-RISE SHEAR-WALL STRUCTURES

Huang Ruixin; Li Aiqun; Zhang Zhiqiang; Zhao Gengwen

doi:10.13204/j.gyjz201007012

Volume 40 Issue 7

Dec. 2014

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Huang Ruixin, Li Aiqun, Zhang Zhiqiang, Zhao Gengwen. STATIC-DYNAMIC ANALYTICAL METHOD IN ENERGY－DISSIPATED DESIGN OF HIGH-RISE SHEAR-WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 42-46. doi: 10.13204/j.gyjz201007012

Citation:

Huang Ruixin, Li Aiqun, Zhang Zhiqiang, Zhao Gengwen. STATIC-DYNAMIC ANALYTICAL METHOD IN ENERGY－DISSIPATED DESIGN OF HIGH-RISE SHEAR-WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 42-46. doi: 10.13204/j.gyjz201007012

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STATIC-DYNAMIC ANALYTICAL METHOD IN ENERGY－DISSIPATED DESIGN OF HIGH-RISE SHEAR-WALL STRUCTURES

doi: 10.13204/j.gyjz201007012

1.
1. School of Civil Engineering,Southeast University,Nanjing 210018,China;
2.
2. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210018,China

Received Date: 2009-09-28
Publish Date: 2010-07-20

Abstract

Abstract

A 19-story shear-wall structure in Suqian, Jiangsu Province is analyzed abiding by static-dynamic analytical method, which is combined with nonlinear static analysis of 3d model and nonlinear time history analysis based on flexure shear storey model. Firstly, nonlinear static analysis method is applied to 3d model of the structure and the storey restoring force curves are obtained. Secondly, on the basis of the flexure shear storey model, the shearwall structure is calculated by the nonlinear time history method. Finally, the vibration-absorptive analysis of the structure with nonlinear viscous fluid damper under earthquake is studied. The results show that static-dynamic analytical method based on flexure shear storey model can be applied to evaluate the earthquake-resistant performance of the structure and provide a reference for engineering design and similar projects.
- storey model,
- flexure shear storey model,
- static-dynamic analytical method,
- high-rise shear-wall structures,
- vibration-absorptive design

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References(11)

References

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