A Study on the Optimum Design of Base Isolated Structures (I)

면진 구조물의 최적설계에 관한 연구(I)

  • 정정훈 (한국기계연구원 구조시스템연구부 진동연구그룹, 선임연구원 정회원) ;
  • 김병현 (한국기계연구원 구조시스템연구부 진동연구그룹, 책임연구원 정회원) ;
  • 양용진 (한국기계연구원 구조시스템연구부 진동연구그룹, 위촉연구원)
  • Published : 2001.09.01

Abstract

A probabilistic optimum design method of the base isolation system consisting of linear spring, viscous damper and frictional element is presented. For the probabilistic approach, the base excitation is assumed to be a stationary Gaussian filtered random process. For optimum design, the objective function and constraints are derived based on the stochastic responses of the system. As a numerical example, the optimum design problem of a three-story base isolated shear type structure is formulated and solved by the sequential quadratic programming method. As a result, the effects of variation of design variables such as parameters of the base isolation system and the mass of base on the objective function and constraints are investigated and the optimum parameters of the base isolation system under study are derived.

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