교량용 내진 받침의 동특성 실험 결과를 이용한 교량의 해석

Dynamic Analysis far Bridge Using the Experimental Results of Hysteretic Damping Bearing and Dynapot

  • 박동욱 (한국과학기술원 토목공학과) ;
  • 윤정방 (한국과학기술원 토목공학과) ;
  • 이인원 (한국과학기술원 토목공학과) ;
  • 강용우 ((주)에스코테크놀로지 기술연구소 소장) ;
  • 손만길 ((주) 에스코테크놀로지 기술연구소 부소장)
  • 발행 : 2001.09.01

초록

Base Isolation system is an effective design strategy that provides a practical substitute for the seismic design of bridge. In this study, the dynamic tests were performed on two kinds of aseismic bridge bearings : Hydampot (hysteretic damping bearing) and Dynapot . Then, the dynamic analysis was carried out far a bridge using the experimental results to estimate the seismic performance of the bearings. Analysis was performed for four types oi earthquake loadings. The results of the dynamic test and theoretical analysis indicate that the performance of both bridge bearings is appropriate fur the earthquake loading.

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