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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Published in | Journal of earthquake engineering : JEE Vol. 26; no. 7; pp. 3523 - 3553 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Abingdon
Taylor & Francis
19.05.2022
Taylor & Francis Ltd |
Subjects | |
Online Access | Get full text |
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