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Box Girder Model Studies. Volume II: (Appendices)
A full-size, reinforced concrete, box girder bridge, with an eighty-foot span, and a quarter-scale model of the same were instrumented and tested. Analysis of prototype data were discussed prior to writing of generalized computer programs for box girder analysis, based on a direct stiffness application of the Goldberg-Leve folded plate equations. This paper augments the scope of prototype analyses, discusses model test data, and establishes three-way correlations among prototype and model data and theoretical analysis. (Author)
Box Girder Model Studies. Volume II: (Appendices)
A full-size, reinforced concrete, box girder bridge, with an eighty-foot span, and a quarter-scale model of the same were instrumented and tested. Analysis of prototype data were discussed prior to writing of generalized computer programs for box girder analysis, based on a direct stiffness application of the Goldberg-Leve folded plate equations. This paper augments the scope of prototype analyses, discusses model test data, and establishes three-way correlations among prototype and model data and theoretical analysis. (Author)
Box Girder Model Studies. Volume II: (Appendices)
R. E. Davis (Autor:in) / C. F. Scheffey (Autor:in) / G. A. Castleton (Autor:in) / E. E. Evans (Autor:in)
1970
530 pages
Report
Keine Angabe
Englisch
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