한국지진공학회논문집 (Journal of the Earthquake Engineering Society of Korea)

  • 제8권2호
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  • Pages.63-72
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  • 2004
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  • 1226-525X(pISSN)
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  • 2234-1099(eISSN)
한국지진공학회 (Earthquake Engineering Society of Korea)
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적층고무받침을 사용한 철근콘크리트 교각의 내진성능평가

Seismie Performance Evaluation of Reinforced Concrete Bridge Piers Supported by Laminated Rubber Bearings

  • 김태훈 (성균관대학교 건축ㆍ조경 및 토목공학 연구소) ;
  • 최정호 (한경대학교 토목공학과) ;
  • 신현목 (성균관대학교 토목환경공학과)
  • 발행 : 2004.04.01
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초록

이 연구는 적층고무받침을 사용한 철근콘크리트 교각의 내진 성능평가를 하는데 그 목적이 있다. 사용된 프로그램은 철근콘크리트 구조물의 해석을 위한 RCAHEST이다. 재료적 비선형성에 대해서는 균열콘크리트에 대한 인장, 압축, 전단모델과 콘크리트 속에 있는 철근모델을 조합하여 고려하였다. 이에 대한 콘크리트의 균열모델로서는 분산균열모델을 사용하였으며 적층고무받침의 거동을 예측하기 위해서 지진격리요소를 개발하였다. 이 연구에서는 적층고무받침을 사용한 철근 콘크리트 교각의 내진 성능평가를 위해 제안한 해석기법을 신뢰성 있는 연구자의 실험결과와 비교하여 그 타당성을 검증하였다.

The purpose of this study is to evaluate seismic performance of reinforced concrete bridge piers supported by laminated rubber bearings. A computer program, named RCAHEST(Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. Seismic isolator element is developed to predict behaviors of laminated rubber bearings. The proposed numerical method for seismic performance evaluation of reinforced concrete bridge piers supported by laminated rubber bearings is verified by comparison with reliable experimental results.

키워드

참고문헌

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