Dynamic Behaviour of the LRB for Seismic Isolation Design

기초분리설계를 위한 탄성받침의 동적거동

  • 임정순 (경기대학교 건설공학부 토목공학과) ;
  • 이희목 (경기대학교 대학원)
  • Received : 2000.05.19
  • Published : 2000.07.31

Abstract

Judging from the occasional occurrences of minor and major earthquakes in Korean peninsula, it is generally considered that Korean peninsula is not located in safe zone from earthquake any more. The worldwide damages from earthquake in public buildings such as bridges are also urging the necessity for an appropriate earthquake proof action. The elastomeric bearings have been used in seismic isolation design of bridges. and elastomeric bearings are quite ideal ones which allow movement and rotation in all directions without restraining superstruture. Within the limits of this study on dynamic behavior of the LBR for seismic isolation design, the reaearch results revealed that the Laminated Rubber Bearing(LRB) is useful in bridges for seismic isolation design. In addition, the relationship between the shape factor and compressive strength is linear. It was also found that the compressive strength gets higher as the shape factor increases.

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