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

대한건축학회 (Architectural Institute of Korea)
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육각형 블록으로 채워진 R/C 골조의 해석모델

Analytical Modeling of Reinforced Concrete Frame Infilled with Hexagonal Blocks

  • 장극관 (서울과학기술대 건축학부) ;
  • 유하나 (서울과학기술대 대학원) ;
  • 서대원 ((주)에코닝 지진방재기술연구소)
  • 투고 : 2013.05.02
  • 발행 : 2013.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

Reinforced concrete framed structures in urban areas are usually infilled with interior and exterior masonry walls. However, the effect of masonry infilled wall is often neglected in the analysis of infilled walls by structural engineers, as it is in current practice. But, experimental studies revealed that hexagonal block infilled walls have favourable effects on strength and stiffness of structures. The objective of this paper is to propose a nonlinear macro model for the lateral load analysis of reinforced concrete frames infilled with hexagonal blocks. The analysis procedure, based on the experimental and analytical studies reported in the literature, accounts for the effect of infilled walls. The results of the analyses were compared to damage and residual cracks observed on the masonry infilled walls. Analytical studies conducted shows that hexagonal block infilled wall could adequately be modeled by single and double diagonal compression struts.

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참고문헌

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