This paper presents a review of time-variant probabilistic indicators for quantifying the structural performance of deteriorating structural systems during their life-cycle. Redundancy, failure time, robustness, and resilience are evaluated based on a methodology for life-cycle nonlinear static and seismic analysis of deteriorating concrete structures. Applications to concrete bridges exposed to corrosion show the implementation of the proposed indicators.
Time-variant performance indicators for deteriorating structures under uncertainty
BIONDINI, FABIO;
2017-01-01
Abstract
This paper presents a review of time-variant probabilistic indicators for quantifying the structural performance of deteriorating structural systems during their life-cycle. Redundancy, failure time, robustness, and resilience are evaluated based on a methodology for life-cycle nonlinear static and seismic analysis of deteriorating concrete structures. Applications to concrete bridges exposed to corrosion show the implementation of the proposed indicators.File in questo prodotto:
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