Computers and Concrete

  • 제29권1호
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  • Pages.59-67
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  • 2022
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Reliability based seismic fragility analysis of bridge

  • Kia, M. (Department of Civil Engineering, University of Science and Technology of Mazandaran) ;
  • Bayat, M. (Department of Civil and Environmental Engineering, Univrsity of South Carolina) ;
  • Emadi, A. (Department of Civil Engineering, Pajoohesh Consulting Engineers) ;
  • Kutanaei, S. Soleimani (Department of Civil Engineering, Islamic Azad University, Ayatollah Amoli Branch) ;
  • Ahmadi, H.R (Department of Civil Engineering, Faculty of Engineering, University of Maragheh)
  • 투고 : 2020.05.15
  • 심사 : 2022.01.21
  • 발행 : 2022.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, a reliability-based approach has been implemented to develop seismic analytical fragility curves of highway bridges. A typical bridge class of the Central and South-eastern United States (CSUS) region was selected. Detailed finite element modelling is presented and Incremental Dynamic Analysis (IDA) is used to capture the behavior of the bridge from linear to nonlinear behavior. Bayesian linear regression method is used to define the demand model. A reliability approach is implemented to generate the analytical fragility curves and the proposed approach is compared with the conventional fragility analysis procedure.

키워드

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