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Construction stages of a cable-stayed bridge are characterized by a sequence in which geometric configuration, restraints and consequently stress and strain patterns vary many times till the final arrangement is achieved. When construction of concrete bridges is made by cantilever method the...
Full-depth longitudinal cracks have been developed in many empirically designed bridge decks. Such cracks run along the entire length of the bridge over the top flange edges. Star City Bridge is among those bridges that developed longitudinal deck cracking. The bridge was instrumented with 750...
This paper presents the results of a parametric study evaluating the effect of skew angle on the wheel load distribution in steel girder highway bridges. The finite element method was used to investigate the effect of various parameters such as the span length, girder spacing, and skew angle, on...
Bridge owners, especially municipalities, are becoming overwhelmed with increasing maintenance costs and decreasing maintenance budgets. Limited available funds require that each maintenance dollar be efficiently allocated to the most critical bridge structure. Objectively determining the most...
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