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Review article

https://doi.org/10.14256/JCE.3630.2022

Scalar and vector-valued fragility analysis of typical Algerian RC bridge piers

Fouad , , Kehila
Mebarek Khelfi
Mounir Ait Belkacem


Full text: croatian pdf 4.070 Kb

page 577-590

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Full text: english pdf 3.993 Kb

page 577-590

downloads: 123

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Abstract

This paper presents and discusses an approach for performing scalar and vector vulnerability assessments of typical Algerian RC bridge piers. Across incremental dynamic analysis, the seismic response was calculated while considering 60 seismic ground motions and 10 intensity measures (IMs). An optimal scalar-valued IM was assessed and selected through regression analyses. It was validated based on several metrics including the correlation, efficiency, practicality, and proficiency. The fragility of vector-valued functions that use two pairs of IMs were calculated and compared with fragility curves based on scalars. The comparison indicated that the damage probability can be underestimated or overestimated in vulnerability analysis.

Keywords

fragility curves; incremental dynamic analysis; intensity measure; limit states; seismic performance

Hrčak ID:

306386

URI

https://hrcak.srce.hr/306386

Publication date:

17.7.2023.

Article data in other languages: croatian

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