VISCOUS DAMPING SEISMIC DESIGN OF FRAME-SHEAR WALL STRUCTURE

Sun Jinkun; Cheng Min; He Xin; Guo Xiaokang

doi:10.13204/j.gyjz201105016

Volume 41 Issue 5

Dec. 2014

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Sun Jinkun, Cheng Min, He Xin, Guo Xiaokang. VISCOUS DAMPING SEISMIC DESIGN OF FRAME-SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 66-70. doi: 10.13204/j.gyjz201105016

Citation:

Sun Jinkun, Cheng Min, He Xin, Guo Xiaokang. VISCOUS DAMPING SEISMIC DESIGN OF FRAME-SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 66-70. doi: 10.13204/j.gyjz201105016

Sun Jinkun, Cheng Min, He Xin, Guo Xiaokang. VISCOUS DAMPING SEISMIC DESIGN OF FRAME-SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 66-70. doi: 10.13204/j.gyjz201105016

Citation:

Sun Jinkun, Cheng Min, He Xin, Guo Xiaokang. VISCOUS DAMPING SEISMIC DESIGN OF FRAME-SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 66-70. doi: 10.13204/j.gyjz201105016

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VISCOUS DAMPING SEISMIC DESIGN OF FRAME-SHEAR WALL STRUCTURE

doi: 10.13204/j.gyjz201105016

1.
1. School of Civil Engineering,Panzhihua University,Panzhihua 617000,China;
2.
2. Institute of Engineering &Structure,Panzhihua University,Panzhihua 617000,China;
3.
3. The Architectural Design &Research Institute of Bayi,Panzhihua 617000,China

Received Date: 2010-10-20
Publish Date: 2011-05-20

Abstract

Abstract

Based on the introduction of seismic design of frame-shear wall structure with viscous dampers, this paper put forward the method of distributing damping coefficients according to the direct proportion of damping force and floor shear.The nibbling method was adopted to realize more accurate calculation of additional damping ratio needed by the structure.Combining examples of building design, the frame-shear wall structures with or without viscous dampers were modeled and analyzed to compare their structural performance and economic effects;which were further studied the effect of viscous dampers.
- frame-shear wall structure,
- viscous dampers,
- energy dissipation,
- damping ratio,
- effect analysis

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References(9)

References

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叶正强,李爱群,娄宇.黏滞流体阻尼器用于建筑结构的减震设计原理与方法[J].建筑结构,2008(8):36-39.

[3] 蒋通,贺磊.非线性黏滞阻尼器消能结构设计方法探讨[J].世界地震工程,2007,23(1):134-140.

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[6] Seleemah A A, Constantinou M C .1997. Investigation of Seismic?Response of Buildings with Linear and Nonlinear Fluid Viscous?Dampers[R]. No. NCEER-97-0004 Buffalo, NY: National Center?for Earthquake Engineering Research.2005:214-231.

[7] 隋杰英,姚幸海,刘文锋.抗震加固用消能减震结构的弹塑性时程分析研究[J].固体力学学报,2006,27(增刊):45-49.

[8] Lin W H, Chopra A K. Earthquake Response of Elastic SDF?Systems with Non-liner Fluid Viscous Dampers[J]. Earthquake?Engineering and Structural Dynamics,2002,31:1623-1628.

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