한국공간구조학회논문집 (Journal of Korean Association for Spatial Structures)

  • 제24권1호
  • /
  • Pages.37-45
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  • 2024
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  • 1598-4095(pISSN)
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  • 2287-7401(eISSN)
한국공간구조학회 (Korean Association for Spatial Structures)
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강판 형상비 및 판폭두께비에 따른 강판전단벽의 변형모드 및 이력특성

Hysteretic Characteristics and Deformation Modes of Steel Plate Shear Walls According to Aspect Ratios and Width-to-Thickness Ratios

  • 신동현 (부산대학교 건설융합학부)
  • Shin, Dong-Hyeon (School of Urban, Architecture and Civil Engineering, Pusan National University)
  • 투고 : 2023.11.28
  • 심사 : 2024.02.21
  • 발행 : 2024.03.15
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초록

Steel plate shear walls (SPSWs) have been recognized as an effective seismic-force resisting systems due to their excellent strength and stiffness characteristics. The infill steel plate in a SPSW is constrained by a boundary frame consisting of vertical and horizontal structural members. The main purpose of this study was to investigate deformation modes and hysteretic characteristics of steel plate shear walls (SPSWs) to consider the effects of their aspect ratios and width-to-thicness ratios. The finite element model (FEM) was establish in order to simulate cyclic responses of SPSWs which have the two-side clamped boundary condition and made of conventional steel grade. The stress distribution obtained from the FEA results demonstrated that the principal stresses on steel plate with large thickness-to-width ratio were more uniformly distributed along its horizontal cross section due to the formation of multiple struts.

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과제정보

이 과제는 부산대학교 기본연구지원사업(2년)에 의하여 연구되었음.

참고문헌

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