Earthquakes and Structures

  • 제12권1호
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  • Pages.109-118
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  • 2017
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Probabilistic seismic performance assessment of self-centering prestressed concrete frames with web friction devices

  • Song, Long L. (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University) ;
  • Guo, Tong (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University)
  • 투고 : 2016.06.15
  • 심사 : 2016.12.02
  • 발행 : 2017.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

A novel post-tensioned self-centering (SC) concrete beam-column connection with web friction devices has been proposed for concrete moment-resisting frames. This paper presents a probabilistic performance evaluation procedure to evaluate the performance of the self-centering concrete frame with the proposed post-tensioned beam-column connections. Two performance limit states, i.e., immediate occupancy (IO) and repairable (RE) limit states, are defined based on peak and residual story drift ratios. Statistical analyses of seismic demands revealed that the dispersion of residual drifts is larger than that of peak drifts. Due to self-centering feature of post-tensioning connections, the SC frame was found to have high probabilities to be recentered under the design basis earthquake (DBE) and maximum considered earthquake (MCE) ground motions. Seismic risk analysis was performed to determine the annual (50-year) probability of exceedance for IO and RE performance limit states, and the results revealed that the design objectives of the SC frame would be met under the proposed performance-based design approach.

키워드

과제정보

연구 과제 주관 기관 : National Key Research Program of China

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피인용 문헌

  1. Probabilistic seismic demand assessment of self-centering concrete frames under mainshock-aftershock excitations vol.33, pp.5, 2017, https://doi.org/10.12989/scs.2019.33.5.641
  2. Collapse assessment and seismic performance factors in tall tube-in-tube diagrid buildings vol.19, pp.3, 2020, https://doi.org/10.12989/eas.2020.19.3.197
  3. Seismic retrofit of a structure using self-centring precast concrete frames with enlarged beam ends vol.72, pp.22, 2017, https://doi.org/10.1680/jmacr.19.00012
  4. Multiscale Modeling and Seismic Fragility Analysis of Corroded Precast Concrete Frame vol.35, pp.1, 2017, https://doi.org/10.1061/(asce)cf.1943-5509.0001535