Journal of the Architectural Institute of Korea Structure & Construction (대한건축학회논문집:구조계)

Architectural Institute of Korea (대한건축학회)
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An Experimental Study on the Shear Hysteresis Behavior of Shallow Corrugated Steel Plate

얕은 파형강판의 전단이력거동에 관한 실험적 분석

  • 이승재 (한국기술교육대학교 건축공학부) ;
  • 유미나 (한국기술교육대학교 대학원 건축공학과) ;
  • 손수덕 (한국기술교육대학교 건축공학부)
  • Received : 2015.06.26
  • Accepted : 2015.10.08
  • Published : 2015.10.30
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Abstract

The steel plate shear wall system is a lateral load resisting system and has higher strength and shear performance than the shear wall of concrete structures. Using corrugated steel plates in shear wall systems improves out-of-plane stiffness and flexibility in the deformation along the corrugation. However, various buckling behaviors are generated according to the corrugated shapes and it is difficult to predict the relationship between the corrugated shape and the shear buckling behavior. In this study, a cyclic loading test of the shallow corrugated steel plate was performed to evaluate the effects of shear buckling and structural performance of corrugated steel plate and the resistance force and energy dissipation capacity were compared according to the test results. The test results showed that the model with $15^{\circ}$ angle between the horizontal panel and the slated panel had a greater accumulated energy than the model with $30^{\circ}$ angle and the shape of the corrugated steel plate had a large effect on the generation of buckling and energy dissipation capacity.

Keywords

Acknowledgement

Supported by : 한국연구재단

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