Computers and Concrete

  • 제18권6호
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  • Pages.1195-1211
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  • 2016
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Assessment of nonlinear static and incremental dynamic analyses for RC structures

  • 투고 : 2016.07.15
  • 심사 : 2016.09.30
  • 발행 : 2016.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, seismic behaviour of reinforced concrete buildings using the pushover and incremental dynamic analysis method was investigated. A numerical study was performed for a reinforced concrete frame building. Pushover analysis according to uniform and triangular load shapes and incremental dynamic analyses were performed for selected building. For the nonlinear analysis, three ground motion records were selected to ensure compatibility with the design spectrum defined in the Turkish Seismic Code. The maximum response, dynamic pushover curve, capacity curves, interstorey drifts and moment rotation curves for various element ends of the selected building were obtained. Results were compared each other and good correlation was obtained between the dynamic analyses envelope with static pushover curves for the building.

키워드

참고문헌

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