Time-dependent Seismic Fragility Assessment for Aging Highway Bridges Subject to Non-uniform Chloride-induced Corrosion

This paper proposes an alternative time-dependent seismic fragility assessment framework considering the variable correlation of structural random parameters for aging highway bridges subject to non-uniform chloride-induced corrosion attacks. The proposed systematic framework is implemented to perfo...

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Bibliographic Details
Published inJournal of earthquake engineering : JEE Vol. 26; no. 7; pp. 3523 - 3553
Main Authors Li, Huihui, Li, Lifeng, Zhou, Guojie, Xu, Liang
Format Journal Article
LanguageEnglish
Published Abingdon Taylor & Francis 19.05.2022
Taylor & Francis Ltd
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