Computers and Concrete

  • 제13권1호
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  • Pages.1-16
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  • 2014
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Nonlinear time history analysis of a pre-stressed concrete containment vessel model under Japan's March 11 earthquake

  • Duan, An (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Zhao, Zuo-Zhou (Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University) ;
  • Chen, Ju (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Qian, Jia-Ru (Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University) ;
  • Jin, Wei-Liang (College of Civil Engineering and Architecture, Zhejiang University)
  • 투고 : 2011.12.30
  • 심사 : 20130431
  • 발행 : 2014.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

To evaluate the behavior of the advanced unbonded pre-stressed concrete containment vessel (UPCCV) for one typical China nuclear power plant under Japan's March 11 earthquake, five nonlinear time history analysis and a nonlinear static analysis of a 1:10 scale UPCCV structure have been carried out with MSC.MARC finite element program. Comparisons between the analytical and experimental results demonstrated that the developed finite element model can predict the earthquake behavior of the UPCCV with fair accuracy. The responses of the 1:10 scale UPCCV subjected to the 11 March 2011 Japan earthquakes recorded at the MYG003 station with the peak ground acceleration (PGA) of 781 gal and at the MYG013 station with the PGA of 982 gal were predicted by the dynamic analysis. Finally, a static analysis was performed to seek the ultimate load carrying capacity for the 1:10 scale UPCCV.

키워드

참고문헌

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피인용 문헌

  1. Shaking table model tests of concrete containment vessel (CCV) for CPR1000 nuclear power plant vol.93, 2016, https://doi.org/10.1016/j.pnucene.2016.08.016
  2. Mechanical analysis for prestressed concrete containment vessels under loss of coolant accident vol.14, pp.2, 2014, https://doi.org/10.12989/cac.2014.14.2.127
  3. Safety analysis of nuclear containment vessels subjected to strong earthquakes and subsequent tsunamis vol.49, pp.5, 2017, https://doi.org/10.1016/j.net.2017.03.008
  4. Component deformation-based seismic design method for RC structure and engineering application vol.16, pp.5, 2014, https://doi.org/10.12989/eas.2019.16.5.575
  5. Dynamic analysis of the elasto-plastic behaviour of buildings and structures in the SCAD ++ software package vol.1425, pp.None, 2014, https://doi.org/10.1088/1742-6596/1425/1/012041
  6. Nonlinear Seismic Response Characteristics of CAP1400 Nuclear Island Structure on Soft Rock Sites vol.2020, pp.None, 2014, https://doi.org/10.1155/2020/8867026