Dynamic Analysis of Base-Isolated Low-level Structures Under Earthquake Excitation

지진시 저층건물 면진구조의 동적 거동해석

  • 문병영 (부산대학교 항공우주공학과 대학원) ;
  • 강경주 (부산대학교 항공우주공학과 대학원) ;
  • 강범수 (부산대학교 항공우주공학과) ;
  • 김계수 (동일고무벨트㈜)
  • Published : 2001.06.27

Abstract

This paper presents an analytical evaluation of the effect of motion on seismic responses of base isolated low-level building and experimental studies to evaluate isolation performances of a rubber bearing. Dynamic responses induced by earthquake were evaluated by response analyses, taking the rubber bearing of the base isolation devices into account. In the experiment, vibration tests were carried out using a model for rubber bearings as isolation devices against earthquake in order to investigate the isolation performances of the rubber bearings. Several kinds of rubber bearing for base isolated low-level building against earthquake are examined. As a result, it is shown that the effect of the motion on the response of the building and the base response is well controlled from a seismic design standpoint.

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