LRB로 내진보강된 교량의 성능검증 실험

Evaluation Test for the Bridges Retrofitted Seismically with LRB

  • 곽임종 (한국건구원 구조연구부) ;
  • 조창백 (한국건설기술연구원 설기술연구조연구부) ;
  • 김영진 (한국건설기술연구원 구조연구부)
  • 발행 : 2006.11.04

초록

In this study, an approach that installs seismic isolation bearings was proposed for the seismic retrofit of the existing bridges. The method that replaces all existing bearings with seismic isolators was proposed already. However, in this study, we recommend to utilize the existing bearings for the benefit of safety and cost. According to our proposal, the seismic isolators do not support vertical loads but they just function as the period shifter and the horizontal damper. To verify this approach experimentally, the real scale bearings and isolators for the real highway bridges were designed and fabricated. And the responses of this isolated bridges to the assumed earthquakes were determined by the pseudo dynamic test scheme. The test results were also compared to the responses computed by the well known structural analysis software to check the reliability of the test. From the test results, we found that the retrofitted bridges using the proposed method showed stable performances under earthquakes.

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