Earthquakes and Structures

  • 제11권2호
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  • Pages.281-295
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  • 2016
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic behavior of non-seismically designed reinforced concrete frame structure

  • Nguyen, Xuan-Huy (Department of Civil Engineering, University of Transport and Communications) ;
  • Nguyen, Huy Cuong (Department of Civil Engineering, University of Transport and Communications)
  • 투고 : 2015.11.08
  • 심사 : 2016.07.20
  • 발행 : 2016.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents a study on a non-seismically designed reinforced concrete (RC) frame structure. The structure was a existing three-story office building constructed according to the 1990s practice in Vietnam. The 1/3 scaled down versions of structure was tested on a shake table to investigate the seismic performance of this type of construction. It was found that the inter-story drift and the overall behavior of structure meet the requirements of the actual seismic design codes. Then, nonlinear time history analyses are carried out using the fiber beam- column elements. The comparison between the experimental and simulation results shows the performance of the time history analysis models.

키워드

참고문헌

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피인용 문헌

  1. Evaluation of Seismic Performance of Reinforced Concrete Frame Structures in the Context of Big Data vol.2019, pp.1099-0526, 2019, https://doi.org/10.1155/2019/4126739
  2. Comparison of the seismic performance of existing RC buildings designed to different codes vol.14, pp.6, 2018, https://doi.org/10.12989/eas.2018.14.6.505
  3. Experimental and numerical investigation on bearing mechanism and capacity of new concrete plug structures vol.24, pp.5, 2016, https://doi.org/10.12989/cac.2019.24.5.459
  4. Effectiveness of diagonal shear reinforcement on reinforced concrete short beams vol.17, pp.5, 2016, https://doi.org/10.12989/eas.2019.17.5.501
  5. Assessment of seismic risk of a typical RC building for the 2016 Gyeongju and potential earthquakes vol.20, pp.3, 2016, https://doi.org/10.12989/eas.2021.20.3.337