A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis and Design of Skew Box Girder Bridges
A detailed presentation is given of the reduction, analysis and interpretation of theoretical results obtained using a finite element computer program CELL to analyze a series of single span, simply supported, four cell, skew box girder bridges having varying angles of skew and span lengths. These theoretical results are compared with experimental results from a previous study on aluminum model bridges of identical dimensions. This investigation of the behavior of the skew box girder bridges includes a study of reactions, internal longitudinal stresses, external and internal total section moments, transverse distribution of the total moment to each girder, and the effects of the addition of a midspan diaphragm. Both point live loads and dead load on the bridges are considered. (Modified author abstract)
Analysis and Design of Skew Box Girder Bridges
A detailed presentation is given of the reduction, analysis and interpretation of theoretical results obtained using a finite element computer program CELL to analyze a series of single span, simply supported, four cell, skew box girder bridges having varying angles of skew and span lengths. These theoretical results are compared with experimental results from a previous study on aluminum model bridges of identical dimensions. This investigation of the behavior of the skew box girder bridges includes a study of reactions, internal longitudinal stresses, external and internal total section moments, transverse distribution of the total moment to each girder, and the effects of the addition of a midspan diaphragm. Both point live loads and dead load on the bridges are considered. (Modified author abstract)
Analysis and Design of Skew Box Girder Bridges
C. D. Comartin (author) / A. C. Scordelis (author)
1972
183 pages
Report
No indication
English
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