Journal of the Computational Structural Engineering Institute of Korea (한국전산구조공학회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Analysis of the Effect of Seismic Loads on Residential RC Buildings using the Change in Building Size and Return Period

건물 규모 및 재현주기 변화에 따른 주거용 RC건물에 대한 시공 중 지진하중의 영향 분석

  • Seong-Hyeon Choi (Department of Architectural Engineering, Kwangwoon University) ;
  • Jae-Yo Kim (Department of Architectural Engineering, Kwangwoon University)
  • 최성현 (광운대학교 건축공학과) ;
  • 김재요 (광운대학교 건축공학과 )
  • Received : 2023.01.26
  • Accepted : 2023.03.08
  • Published : 2023.04.30
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Abstract

Unlike a completed building, a building under construction may be at risk in terms of safety if a load exceeds the value considered in the design stage owing to various factors, such as a load action different from that in the design stage and insufficient concrete strength. In addition, if an earthquake occurs in a building under construction, greater damage may occur. Therefore, this study studied example models with various sizes of 5, 15, 25, and 60 floors for typical building types and analyzed the effects of seismic load on buildings under construction using construction-stage models according to frame completeness. Because the construction period of the building is much shorter than the period of use after completion, applying same earthquake loads as the design stage to buildings under construction may be excessive. Therefore, earthquakes with a return period of 50 to 2,400 years were applied to the construction stage model to review the seismic loads and analyze the structural performances of the members. Thus, we reviewed whether a load exceeding that of the design stage was applied and the return period level of the earthquake that could ensure structural safety. In addition, assuming the construction period of each example model, the earthquake return period according to the construction period was selected, and the design appropriateness with the selected return period was checked.

완공된 건물과 달리 시공 중인 건물은 설계단계와 다른 하중 작용 및 콘크리트 강도 미발현 등 다양한 요인에 의해 설계단계에서 검토한 하중을 초과하는 하중이 작용하여 건물의 안전성에 문제가 생길 위험이 있다. 또한 시공 중인 건물에 지진이 발생할 경우 더 큰 피해가 발생할 가능성이 있다. 따라서 이 연구는 전형적인 다양한 규모의 5층, 15층, 25층, 60층 예제모델을 작성하고 골조완성도에 따른 시공단계 모델을 통해 시공 중인 건물의 지진하중의 영향을 분석하였다. 시공 중인 건물의 시공기간은 완공단계 이후의 사용기간에 비해 매우 짧으므로 설계단계와 동등한 수준의 지진을 적용하는 것은 과도한 하중이 적용될 수 있으므로 시공단계 모델에 재현주기 50~2,400년의 지진을 적용하여 지진하중을 검토하고 부재단면성능을 분석하였다. 그 결과 설계단계를 초과하는 하중의 여부 및 구조적 안전성 확보가 가능한 수준의 지진재현주기를 검토할 수 있었다. 또한 각 예제모델의 시공기간을 가정하여 시공기간에 따른 지진재현주기를 선정하고 선정한 재현주기의 설계 적절성을 확인하였다.

Keywords

Acknowledgement

본 연구는 정부(과학기술정보통신부)의 재원에 의한 한국연구재단의 지원(NRF-2022R1F1A1074540) 및 2022년 광운대학교 교내학술연구비 지원에 의해 수행된 연구입니다.

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