한국강구조학회 논문집 (Journal of Korean Society of Steel Construction)

  • 제25권5호
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  • Pages.497-507
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  • 2013
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  • 1226-363X(pISSN)
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  • 2287-4054(eISSN)
한국강구조학회 (Korean Society of Steel Construction)
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내진 강판전단벽시스템의 변형모드에 따른 스트립앵글 변화

Strip Angle Changes in Accordance with the Deformation Mode of Seismic Steel Plate Shear Wall Systems

  • 이가민 (충남대학교, 건축공학과) ;
  • 이예 (충남대학교, 건축공학과) ;
  • 진유의 (충남대학교, 건축공학과) ;
  • 오근영 (충남대학교, 건축공학과) ;
  • 김우석 (충남대학교, 토목공학과)
  • Lee, Kangmin (Department of Architecture Engineering, Chungnam National University) ;
  • Li, Rui (Department of Architecture Engineering, Chungnam National University) ;
  • Chen, Liuyi (Department of Architecture Engineering, Chungnam National University) ;
  • Oh, Keun Yeong (Department of Architecture Engineering, Chungnam National University) ;
  • Kim, Woo Seok (Department of Civil Engineering, Chungnam National University)
  • 투고 : 2013.06.10
  • 심사 : 2013.07.30
  • 발행 : 2013.10.27
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초록

횡하중을 받는 고층건물에서의 인장역이 형성될 때 강판전단벽의 앵글 변화한다. 본 연구에서는 강판전단벽을 갖는 3층, 9층, 14층 및 20층의 4개 구조물에 대한 유한요소해석 연구를 하였다. 유한요소해석 결과와 각 모델들의 이론식으로 계산된 결과를 비교하여 전단변형 모드와 휨변형 모드로 분류하였다. 전단변형 모드의 모델에서는 주응력 벡터가 일정한 경사각을 이루며 인장역을 발생시킨 반면 휨변형 모델에서는 인장역의 변화는 기존의 이론식과 차이를 보였다.

This study investigated the tension-field action induced strip angle changes and deformed mode shapes of SPSW for high-rise structures subjected to lateral forces. Based on the numerical analysis 3, 9, 14 and 20 story structures, shear and flexural modes were identified by comparing the numerical analysis results to the predicted strength by theory. Shear deformation mode exhibited a constant angle in tension-field; whereas, flexural mode of the numerical results, differed from the tension-field action theory.

키워드

참고문헌

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피인용 문헌

  1. An Experimental Study on the Shear Hysteresis Behavior of Shallow Corrugated Steel Plate vol.31, pp.10, 2015, https://doi.org/10.5659/JAIK_SC.2015.31.10.11
  2. Hysteresis Behavior and Energy Dissipation in Accordance with the Corrugation Depth of the Trapezoidal-Corrugated Steel Plate vol.32, pp.12, 2016, https://doi.org/10.5659/JAIK_SC.2016.32.12.15