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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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

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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