Reliability analysis of reinforced concrete bridge decks subject to fatigue
Table Of Contents
Thesis Abstract
<p> In this thesis the reliability analysis of reinforced concrete bridge decks subjected to high cycle fatigue was undertaken. A simply supported (single span) reinforced concrete bridge deck was specifically used for the investigation. The statistical models of capacity loss were derived. The uncertainties in structural resistance and the applied loadings were fully accommodated using proba <br></p>Thesis Overview
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