Time-Dependent Reliability Analysis of RC Bridges Considering Shrinkage, Creep, Resistance Degradation, and Vehicle Load Flows

<div>Failure probability of simply supported beam bridges with different spans. (a) Failure probability calculated by MCS. (b) Failure probability calculated by first-passage probability method.</div>

Advances in Civil Engineering

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Figure 14

Figure 14: Time-Dependent Reliability Analysis of RC Bridges Considering Shrinkage, Creep, Resistance Degradation, and Vehicle Load Flows 