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.
Safety, Reliability, Risk, Resilience and Sustainability of Structures and Infrastructure
978-3-903024-28-1
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/1035190
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