콘크리트학회논문집 (Journal of the Korea Concrete Institute)

  • 제23권5호
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  • Pages.569-579
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  • 2011
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  • 1229-5515(pISSN)
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  • 2234-2842(eISSN)
한국콘크리트학회 (Korea Concrete Institute)
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철근콘크리트 벽체의 비선형 해석을 위한 거시 모델

Macro Model for Nonlinear Analysis of Reinforced Concrete Walls

  • Kim, Dong-Kwan (Dept. of Architecture & Architectural Engineering, Seoul National University) ;
  • Eom, Tae-Sung (Dept. of Architecture, Catholic University of Daegu) ;
  • Lim, Young-Joo (Dept. of Architecture & Architectural Engineering, Seoul National University) ;
  • Lee, Han-Seon (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Park, Hong-Gun (Dept. of Architecture & Architectural Engineering, Seoul National University)
  • 투고 : 2011.02.28
  • 심사 : 2011.06.23
  • 발행 : 2011.10.31
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초록

주기하중을 받는 철근콘크리트 벽체는 형상비, 배근상세, 재하 조건 등에 따라 복잡한 비탄성 거동을 보인다. 이 연구에서는 벽체의 휨-압축 거동과 전단거동을 간편하게 고려할 수 있는 거시 요소를 이용한 비선형 해석 방법을 개발하였다. 철근콘크리트 벽체의 휨-압축 거동 및 전단거동은 각각 길이 방향 및 대각 방향 1축 요소로 이상화된다. 1축 요소는 콘크리트와 철근으로 구성되고, 비선형 재료 모델로서 1축 상태에서 반복하중을 받는 콘크리트와 철근의 주기거동 모델을 사용한다. 검증을 위하여 제안된 방법을 사용하여 주기하중을 받는 철근콘크리트 단일벽 및 병렬벽의 비선형 해석을 수행하였다. 그 결과 제안된 방법은 휨-압축 거동이 지배적인 세장한 벽체와 전단거동이 지배적인 낮은 벽체의 주기거동을 정확하게 예측하였다. 제안된 거시 해석 모델은 모델링이 편리하고 수치해석의 안정성이 우수하므로, 전단벽 및 코어벽이 사용된 건물의 비선형 해석을 위한 범용 프로그램으로 개발이 용이할 것으로 판단된다.

Reinforced concrete walls subjected to cyclic loading show complicated inelastic behaviors varying with aspect ratio, re-bar detail, and loading condition. In the present study, a macro model for nonlinear analysis of reinforced concrete walls was developed. For exact prediction of inelastic flexure-compression and shear behaviors, the macro model of the wall was idealized with longitudinal and diagonal uniaxial elements. The uniaxial elements consist of concrete and re-bars. Simplified cyclic models for concrete and re-bars under uniaxial loading was used. For verification, the proposed model was applied to slender, lowrise, and coupled walls subjected to cyclic loading. The results showed that the proposed method predicted the nonlinear behaviors of the walls with reasonable precision.

키워드

참고문헌

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피인용 문헌

  1. Fragility Assessment of Damaged Piloti-Type RC Building With/Without BRB Under Successive Earthquakes vol.17, pp.3, 2013, https://doi.org/10.5000/EESK.2013.17.3.133
  2. Seismic assessment of damaged piloti-type RC building subjected to successive earthquakes vol.43, pp.11, 2014, https://doi.org/10.1002/eqe.2412
  3. Pushover Analysis of Reinforced Concrete Shear Wall Subjected to High Axial Load Using Fiber Slices and Inelastic Shear Spring vol.19, pp.5, 2015, https://doi.org/10.5000/EESK.2015.19.5.239