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

  • 제28권4호
  • /
  • Pages.47-54
  • /
  • 2012
  • /
  • 1226-9107(pISSN)
  • /
  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
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응답특성이 다른 지진파에 대한 RC 모멘트골조의 내진성능평가

Seismic-Resistance Performance Evaluation of RC Moment Frame for Seismic Waves with Different Response Characteristics

  • 신경재 (경북대 건축.토목공학부) ;
  • 여운서 ((주)삼성엔지니어링 토목건축2팀) ;
  • 이수헌 (경북대 건축.토목공학부)
  • 투고 : 2011.12.28
  • 발행 : 2012.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Recent earthquake in Japan has increased the interest in seismic-resistance performance of building structures in Korea. Earthquake damages not only collapsed the buildings but also caused huge loss of both human lives and property. Therefore, the school buildings, which are often used as an emergency shelter during an earthquake, should be evaluated of their seismic-resistance performance. This study used a nonlinear dynamic analysis program, OpenSees, to perform nonlinear static and dynamic analyses for the seismic-resistance evaluation of school building, which were not designed for an earthquake load. Actual earthquake waves were normalized to make them similar to design acceleration spectrum as specified by current seismic design code KBC 2009. Three actual ground accelerations (i.e., El Centro 1940, Kobe 1995 and Northridge 1994) were used to carry out time-history analysis in order to evaluate the overall behavior of the structure and local nonlinear deformation at the element level. The analysis result shows that the old school building not designed for an earthquake may be damaged seriously by an earthquake load of the magnitude equivalent to current design spectrum standard.

키워드

과제정보

연구 과제 주관 기관 : 한국연구재단

참고문헌

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