한국지진공학회논문집 (Journal of the Earthquake Engineering Society of Korea)

  • 제6권2호
  • /
  • Pages.1-7
  • /
  • 2002
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  • 1226-525X(pISSN)
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  • 2234-1099(eISSN)
한국지진공학회 (Earthquake Engineering Society of Korea)
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직접 변위설계법을 이용한 구조물의 내진성능평가

Seismic Performance Evaluation of a Structure Using Direct Displacement-Based Design Method

  • 김진구 (성균관대학교 건축공학과) ;
  • 방성혁 (성균관대학교 건축공학과)
  • 발행 : 2002.04.01
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초록

본 연구에서는 구조물의 설계방법에 국한되어 있는 직접 변위설계법을 응용하여 기존 구조물의 성능점을 산정하는 방법에 관하여 연구하였다. 개발된 방법을 이용하여 단자유도 구조물의 주기, 항복 후 강성비, 요구되는 탄성강도에 대한 항복강도비 등의 설계변수를 변화시키며, 지진 하중에 대한 응답을 구하고 그 결과를 분석하였다. 또한 10층 철골 골조의 내진성능 평가에 적용하였다. 제안된 방법의 정확성을 검증하기 위하여 기존의 내진성능 평가방법인 능력스펙트럼법과 시간이력해석법에 의한 결과와 비교하였다. 제안된 방법은 능력스펙트럼법과 동일한 결과를 보였으며 시간이력해석 결과와도 비교적 잘 일치하였다.

A procedure for determination of performance point was developed based on the concept of the direct displacement-based design method. Using the proposed procedure, parametric study has been performed for various natural periods of the structure, yield strength, and the stiffness after the first yield. The proposed method was also applied to a 10-story steel frame, and the results were compared to those from the capacity spectrum method and the time history analysis. It was found from the comparison that there were good agreement between the results.

키워드

참고문헌

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피인용 문헌

  1. A New Hybrid Method for Nonlinear Soil-Structure Interaction Analysis vol.7, pp.6, 2003, https://doi.org/10.5000/EESK.2003.7.6.001
  2. Performance-Based Seismic Retrofit Strategy for Existing Reinforced Concrete Frame Systems Using Fiber-Reinforced Polymer Composites vol.11, pp.2, 2007, https://doi.org/10.1061/(ASCE)1090-0268(2007)11:2(211)