A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Time-Dependent Deflection of a Box Girder Bridge
In this report the time-dependent dead-load deflections of a continuous box grider bridge are compared with the values obtained by a rational analysis based on the 'modified-elastic-modulus' method. Warpage and deflection due to shrinkage are estimated by applying the principles of superposition using an effective elastic modulus and an assumed shrinkage potential for the concrete. (BPR abstract)
Time-Dependent Deflection of a Box Girder Bridge
In this report the time-dependent dead-load deflections of a continuous box grider bridge are compared with the values obtained by a rational analysis based on the 'modified-elastic-modulus' method. Warpage and deflection due to shrinkage are estimated by applying the principles of superposition using an effective elastic modulus and an assumed shrinkage potential for the concrete. (BPR abstract)
Time-Dependent Deflection of a Box Girder Bridge
A. Pauw (author) / A. A. Sherkat (author)
1968
131 pages
Report
No indication
English
Civil Engineering , Composite Materials , Structural Mechanics , Bridges , Reinforced concrete , Beams(Structural) , Mechanical properties , Loading(Mechanics) , Creep strength , Stresses , Strain(Mechanics) , Failure(Mechanics) , Programming(Computers) , Modulus of elasticity , Composite materials , Missouri , Computer analysis
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