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- W562438686 abstract "The paper presents a new method for determining the prestressing influence on statically indeterminate systems, based on a multiple use of the superposition principle. The bending moment in a cross section is expressed as a linear function of tendon position depending on the magnitude of the prestressing force at the end-anchorage point. The method for determining the influential coefficients comprises statical indetermination of the system, the shape of cable curvature and force losses. The method is suitable for the numerical analysis of prestressing by means of a computer and for manual calculations. It can also be used for a statically determinate girder and for a continuous girder. (TRRL)" @default.
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- W562438686 date "1986-01-01" @default.
- W562438686 modified "2023-09-23" @default.
- W562438686 title "GRAPHICAL REPRESENTATION OF EXACT DETERMINATION OF CABLE FORCE IN PRESTRESSED BEAMS. PROCEEDINGS - SECOND CONGRESS OF THE SOCIETY OF CROATIAN CIVIL ENGINEERING DESIGNERS" @default.
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