콘크리트학회논문집 (Journal of the Korea Concrete Institute)

  • 제14권4호
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  • Pages.566-577
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  • 2002
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  • 1229-5515(pISSN)
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  • 2234-2842(eISSN)
한국콘크리트학회 (Korea Concrete Institute)
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휨지배 철근콘크리트 부재의 에너지소산성능 평가 방법

Simplifed Method for Estimating Energy-Dissipation Capacity of Flexure-Dominant RC Members

  • 발행 : 2002.08.01
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초록

비선형 정적해석법과 같은 발전된 지진 해석 및 설계방법은 강도, 연성도, 에너지 소산량으로 대표되는 철근콘크리트 부재의 주기거동을 정확하게 예측하는 것이 필요하게 되었다. 그러나 현재, 에너지 소산량의 평가는 정확하지 못한 경험식을 사용하거나 실무적으로 사용하기 어려운 실험이나 정교한 수치해석에 의존하고 있다. 본 연구에서는 주기하중을 받는 휨지배 철근콘크리트 부재의 주기거동특성을 연구하기 위하여 비선형 유한요소해석을 수행하였다. 또한 압축력, 철근비, 배근형태 등이 주기거동에 미치는 영향에 대하여 연구하였다. 이러한 연구를 토대로 주기거동에 의한 에너지 소산량을 산정할 수 있는 약산법을 개발하였으며, 실험 및 수치해석 결과와의 비교를 통해 검증하였다. 본 연구에서 제안한 방법은 현재사용되고 있는 경험식보다 더 정확하게 철관콘크리트 부재의 에너지 소산능력을 평가할 수 있으며, 실무에 쉽게 적용할 수 있다.

As advanced earthquake analysis/design methods such as the nonlinear static analysis are developed, it is required to estimate precisely the cyclic behavior of reinforced concrete members that is characterized by strength, deformability, and capacity of energy dissipation. However, currently, estimation of energy dissipation depends on empirical equations that are not sufficiently accurate, or experiment and sophisticated numerical analysis which are difficult to use in practice.0 the present study, nonlinear finite element analysis was performed to investigate the behavioral characteristics of flexure-dominant RC members under cyclic load. The effects of axial force, arrangement of reinforcing bars, and reinforcement ratio on the cyclic behavior were studied. Based on the investigation, a simplified method to estimate the capacity of energy dissipation was proposed, and it was verified by the comparison with the finite element analyses and experiments. The proposed method can estimate the energy dissipation of RC members more precisely than currently used empirical equations, and it is easily applicable in practice.

키워드

참고문헌

  1. ATC, "Seismic Evaluation and Retrofit of Concrete Buildings," AcTC-40, Applied Technology Council, Redwood City, California, 1996.
  2. Vecchio, F. J. and Collins, M. P., "The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear," ACI Structural Journal, Vol.83, No.2, 1986, pp.219-231.
  3. Park, H. and Klingner, R. E., "Nonlinear Analysis of RC Members Using Plasticity with Multiple Failure Criteria," J. of Struct. Engrg., ASCE, Vol. 123, No. 5, 1997, pp.643-651. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(643)
  4. Brown, R. H., and Jirsa, J. O., "Reinforced Concrete Beams under Load Reversals," ACI Structural Journal, Vol. 68, No. 5, 1971, pp.380-390.
  5. Thomsen, J. H. and Wallace, J. W., "Displacement-Based Design of RC Structural Walls: An Experimental Investigation of Walls with Rectangular and T-shaped Cross-Sections," Report No. CU/CEE-95/06
  6. Building Seismic Safety Council, "NEHRP Guidelines for the Seismic Rehabilitation of Buildings," FEMA-273, Federal emergency Management Council, Washington, D.C, 1997.
  7. Seckin, M., "Hysteretic Behavior of Cast-in-Place Exterior Beam-Column Sub-Assembles," Ph. D. Thesis, University of Toronto, 1981, pp.266
  8. Paulay, T. and Priestley, M. J. N. "Seismic Design of Reinforced Concrete and Masonry Buildings," John Wiley & Sons, INC., NewYork, 1992.

피인용 문헌

  1. Equations for Estimating Energy Dissipation Capacity of Flexure-Dominated RC Members vol.14, pp.6, 2002, https://doi.org/10.4334/JKCI.2002.14.6.989