A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Skew and Elevated Support Effects on Curved Bridges. The Design of Curved Viaducts
A study of 288 curved bridge systems, using a matrix technique, having various combinations of span length, radius of curvature, number of girder, and support orientations has been conducted. The analysis of the data, resulting from the skew support studies, indicated that a skewed bridge can be designed as a radial bridge. The analysis of the data, resulting from the elevated support studies, indicates that there is no significant difference in the behavior of the elevated bridge to that of a constant support elevated structure. (Author)
Skew and Elevated Support Effects on Curved Bridges. The Design of Curved Viaducts
A study of 288 curved bridge systems, using a matrix technique, having various combinations of span length, radius of curvature, number of girder, and support orientations has been conducted. The analysis of the data, resulting from the skew support studies, indicated that a skewed bridge can be designed as a radial bridge. The analysis of the data, resulting from the elevated support studies, indicates that there is no significant difference in the behavior of the elevated bridge to that of a constant support elevated structure. (Author)
Skew and Elevated Support Effects on Curved Bridges. The Design of Curved Viaducts
D. W. Funkhouser (author) / C. P. Heins (author)
1972
107 pages
Report
No indication
English
Skew and Elevated Support Effects on Curved Bridges
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