Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Structural Behavior of a Skew Two Span Reinforced Concrete Box Girder Bridge Model. Volume IV - Detailed Tables of Experimental and Analytical Results
This is the fourth of a four volume sequence as follows: Vol. I - Design, Construction, Instrumentation and Loading; Vol. II - Reduction, Analysis and Interpretation of Results; Vol. III - Response during Ultimate Loading to Failure; and Vol. IV -Detailed Tables of Experimental and Analytical Results. In the present volume detailed tables of experimental and analytical results obtained in a study of a large scale, skew, two span, four cell, reinforced concrete box girder bridge model are presented. Results in terms of reactions, deflections, strains and moments are given. The responses of the bridge to point loads, conditioning loads and truck loadings all at working stress levels are tabulated. In addition, tabulated results are given for conditioning loads at overstress levels and for point loads after conditioning overloads.
Structural Behavior of a Skew Two Span Reinforced Concrete Box Girder Bridge Model. Volume IV - Detailed Tables of Experimental and Analytical Results
This is the fourth of a four volume sequence as follows: Vol. I - Design, Construction, Instrumentation and Loading; Vol. II - Reduction, Analysis and Interpretation of Results; Vol. III - Response during Ultimate Loading to Failure; and Vol. IV -Detailed Tables of Experimental and Analytical Results. In the present volume detailed tables of experimental and analytical results obtained in a study of a large scale, skew, two span, four cell, reinforced concrete box girder bridge model are presented. Results in terms of reactions, deflections, strains and moments are given. The responses of the bridge to point loads, conditioning loads and truck loadings all at working stress levels are tabulated. In addition, tabulated results are given for conditioning loads at overstress levels and for point loads after conditioning overloads.
Structural Behavior of a Skew Two Span Reinforced Concrete Box Girder Bridge Model. Volume IV - Detailed Tables of Experimental and Analytical Results
A. C. Scordelis (Autor:in) / J. G. Bouwkamp (Autor:in) / S. T. Wasti (Autor:in) / D. Anicic (Autor:in)
1980
400 pages
Report
Keine Angabe
Englisch