Journal of the Korea Concrete Institute (콘크리트학회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Seismic Performance of PC Moment Frame with Plastic Shear Hinge

소성전단힌지를 갖는 PC 모멘트 골조의 내진성능

  • Received : 2014.10.08
  • Accepted : 2015.04.29
  • Published : 2015.08.30
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Abstract

Cyclic loading tests for the PC moment frame with plastic shear hinges were performed to evaluate the seismic performance. The plastic shear hinges consisted of two steel plates were installed at the mid-length of the beam to connect the PC frames. Three shear links are existed in each steel plate. The three shear links were designed using shear force corresponding to the shear capacity of 50%, 75%, and 100% of the beam shear capacity. The proposed connections showed an efficient energy dissipation capacity and good structural performance. As a result, it is reasonable to design the plastic shear hinges using design shear capacity less than 100% of the beam shear capacity.

이 연구에서는 소성 전단힌지가 있는 PC 모멘트 프레임의 내진성능을 평가하기 위해 반복 하중실험을 수행하였다. 보의 중간 길이에 설치된 소성 전단 힌지는 PC 골조를 연결하는 역할을 하며, 두 개의 강판으로 구성된다. 각 강판에는 세 개의 전단연결고리가 존재한다. 세 개의 전단 연결고리는 PC 보의 전단강도의 50%, 75%, 그리고 100%에 해당하는 전단강도를 사용하여 설계되었다. 제안된 연결방식은 효율적인 에너지 소산 용량 및 우수한 구조적 성능을 보여주었다. 실험결과, 소성 전단 힌지는 보 전단강도의 100% 미만을 사용하여 설계하는 것이 합리적이라 판단된다.

Keywords

References

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