Coupled systems mechanics

  • 제6권4호
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  • Pages.523-537
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  • 2017
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  • 2234-2184(pISSN)
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  • 2234-2192(eISSN)
테크노프레스 (Techno-Press)
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Nonlinear analysis of reinforced concrete frame under lateral load

  • 투고 : 2017.09.02
  • 심사 : 2017.10.31
  • 발행 : 2017.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

This study aims to investigate the capacity of different models to reproduce the nonlinear behavior of reinforced concrete framed structures. To accomplish this goal, a combined experimental and analytical research program was carried out on a large scaled reinforced concrete frame. Analyses were performed by SAP2000 and compared to experimental and VecTor2 results. Models made in SAP2000 differ in the simulation of the plasticity and the type of the frame elements used to discretize the frame structure. The results obtained allow a better understanding of the characteristics of all numerical models, helping the users to choose the best approach to perform nonlinear analysis.

키워드

참고문헌

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피인용 문헌

  1. Review of Resilience-Based Design vol.9, pp.2, 2020, https://doi.org/10.12989/csm.2020.9.2.091