Optimal Design of Passive Viscoelastic Dampers Having Active Control Effect for Building Structures

건물 구조물을 위한 능동 제어 효과를 가지는 수동 점성감쇠기의 최적 설계

  • 황재승 (서울대학교 대학원, 건축학과) ;
  • 민경원 (인천대학교 공과대학 건축공학과) ;
  • 홍성목 (서울대학교 공과대학 건축공학과)
  • Published : 1995.06.01

Abstract

In this study, first, transformation process of damping ratios, whose are evaluated in active control analysis, into damping matrix resulting from installed viscous dampers is illustrated. Then, a method is followed to maximize the effect of response reduction, which leads to optimum locations and size of viscous dampers using sensitivity analysis. Highly coupled nonlinearity between damping ratios and dampers makes it hard to find the optimal size of dampers. Therefore, the nonlinearity is transformed to linear problem with small increments of damping ratios and the size of dampers can be found. However, there are many cases for the size of dampers satisfying the small increment of damping ratios, so it is necessary to select minimum size using optimization technique. To determine optimum locations of dampers, dampers are assumed to be installed between the different stories and their locations are selected corresponding corresponding to the degree of damping size. Numerical examples for the frame structure and the shear wall structure show that optimum locations and size of dampers are different form each other depending on the characteristics of modal responses of the structures. The proposed method in this study can be applied to get optimum locations of active controller in the active control.

Keywords

References

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