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

  • 제36권5호
  • /
  • Pages.137-146
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  • 2020
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  • 1226-9107(pISSN)
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  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
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유공강판의 횡력저항능력에 대한 실험적 연구

Experimental Study on the Characteristics of the Lateral Load Resistance of Perforated Steel Plates

  • 박정아 (군산대학교 지진전문인력양성사업단) ;
  • 이영욱 (군산대학교 건축해양건설융합공학부)
  • 투고 : 2020.03.05
  • 심사 : 2020.05.12
  • 발행 : 2020.05.30
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, an experimental research was performed to find the characteristics of the lateral load resistance of perforated steel plates which could be developed to retrofit existing RC framed buildings. The Specimens are tested with variables such as aspect ratio of plate, the ratio of perforation area, and the ratio of perforated diameter to strip which is more than 0.6. The lateral load was applied with displacement control until to reach 3.5% drift ratio. Through the experimental results, it was shown that the maximum strength of all specimens were reached at around 0.5% drift ratio and maintained until 3.5% drift ratio. From results, the modified strength prediction formula was derived with the variable ratio of the perforated diameter to strip. To evaluate seismic retrofit performance of RC frames using perforated steel plate, a simple design process was presented.

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과제정보

이 논문은 행정안전부의 방재안전분야 전문인력 양성사업의 지원을 받아 제작되었습니다.

참고문헌

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