한국지진공학회논문집 (Journal of the Earthquake Engineering Society of Korea)

  • 제18권4호
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  • Pages.181-191
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  • 2014
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  • 1226-525X(pISSN)
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  • 2234-1099(eISSN)
한국지진공학회 (Earthquake Engineering Society of Korea)
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특수 및 준특수 상세에 따른 철근콘크리트 전단벽의 내진성능평가

Seismic Performance Evaluation of Reinforced Concrete Shear Wall Systems Designed with Special and Semi-Special Seismic Details

  • 오해철 (세종대학교 건축공학과) ;
  • 이기학 (세종대학교 건축공학과) ;
  • 천영수 (한국토지주택공사 토지주택연구원) ;
  • 김태완 (강원대학교 건축공학과)
  • Oh, Hae Cheol (Department of Architectural Engineering, Sejong University) ;
  • Lee, Kihak (Department of Architectural Engineering, Sejong University) ;
  • Chun, Young Soo (Land & Housing Institute, Korea Land & Housing Corporation) ;
  • Kim, Tae Wan (Department of Architectural Engineering, Kangwon National University)
  • 투고 : 2014.02.27
  • 심사 : 2014.05.07
  • 발행 : 2014.07.01
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초록

This research presents the nonlinear analysis model for reinforced concrete shear wall systems with special boundary elements as proposed by the Korean Building Code (KBC, 2009). In order to verify the analysis model, analytical results were compared with the experimental results obtained from previous studies. Established analytical model was used to perform nonlinear static and dynamic analyses. Analytical results showed that the semi-special shear wall improved significantly the performance in terms of ductility and energy dissipation as expected based on previous test results. Furthermore, nonlinear incremental dynamic analysis was performed using 20 ground motions. Based on computer analytical results, the ordinary shear wall, special shear wall and newly proposed semi-special shear wall systems were evaluated based on the methods in FEMA P965. The results based on the probabilistic approaches accounting for inherent uncertainties showed that the semi-special shear wall systems provide a high capacity/demand (ACMR) ratio owing to their details, which provide enough capacity to sustain large inelastic deformations.

키워드

과제정보

연구 과제 주관 기관 : 한국연구재단

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