Spregnuti sistemi tipa drvo-beton povećavaju upotrebu drveta u građevinarstvu, jer određene konstrukcije ne mogu biti izgrađene samo od drveta. U cilju razvijanja optimalnog programa održavanja, glavni zadatak je što preciznije predvideti deterioraciju konstrukcije tokom eksploatacionog veka. Cilj ovog rada je da predstavi jedan od modela za predviđanje deterioracije spregnutih konstrukcija tipa drvo-beton koji će uzeti u obzir pravu prirodu procesa deterioracije. Analizirajući dugotrajno ponašanje spregnutog nosača tipa drvo-beton pod eksploatacionim opterećenjem, stohastički gama proces model je razmatran kao pogodan za modelovanje deterioracije i ocenu eksploatacionog veka.
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