“…Due © 2021 Computer-Aided Civil and Infrastructure Engineering to the mathematical benefits of the Gamma process, many deterioration phenomena are modeled with a smaller computational cost. Further, failure probabilities are provided with analytic forms (Oumouni, Schoefs, & Castanier, 2019;Van Noortwijk, 2009;Wenocur, 1989). However, in many deterioration phenomena (corrosion of reinforced concrete with chloride propagation, crack growth process in materials due to fatigue), increments of the degradation are not independent, but each one depends on the current state and the increment of time (El Hajj, Schoefs, Castanier, & Yeung, 2017;Giorgio, Guida, & Pulcini, 2015;, so the degradation growth statistically depends on the current state.…”