Advances in concrete construction

  • 제7권3호
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  • Pages.183-189
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  • 2019
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

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Probabilistic seismic demand of isolated straight concrete girder highway bridges using fragility functions

  • Bayat, Mahmoud (Jiangxi Provincial Key Laboratory of Environmental Geotechnical Engineering and Disaster Control, Jiangxi University of Science and Technology) ;
  • Ahmadi, Hamid Reza (Department of Civil Engineering, Faculty of Engineering, University of Maragheh) ;
  • Kia, Mehdi (Department of Civil and Environmental Engineering, University of Science and Technology of Mazandaran) ;
  • Cao, Maosen (Jiangxi Provincial Key Laboratory of Environmental Geotechnical Engineering and Disaster Control, Jiangxi University of Science and Technology)
  • 투고 : 2018.11.06
  • 심사 : 2019.03.20
  • 발행 : 2019.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, it has been tried to prepare an analytical fragility curves for isolated straight continues highway bridges by considering different spectral intensity measures. A three-span concrete isolated bridge has been selected and the seismic performance of the bridge has been improved by Lead Rubber Bearing (LRB). Incremental Dynamic Analysis (IDA) is applied to the bridge in longitudinal direction. A suite of 14 earthquake ground motions from medium to sever motions are scaled and used for nonlinear time history analysis. Fragility function considers the relationship of earthquake intensity measures (IM) and probability of exceeding certain Damage State (DS). A full three dimensional finite element model of the isolated bridge has been developed and analyzed. A wide range of different intensity measures are selected and the optimal intensity measure which has the less dispersion is proposed.

키워드

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피인용 문헌

  1. Fragility-based performance evaluation of mid-rise reinforced concrete frames in near field and far field earthquakes vol.76, pp.6, 2020, https://doi.org/10.12989/sem.2020.76.6.751