Influence of Antisymmetrical Actions at Reinforced Concrete Cable-Stayed Bridge

Abstract:

Calculation of the cross-sectional properties of the concrete box-girder with two-cells using Vlasov`s theory and Generalized Beam Theory. Calculation of the internal forces of the St. Venant torsion, the warping torsion, the antisymmetrical and the symmetrical distortion on the basis analogy with beam on the elastic foundation loaded by transverse actions and tension force at the end of the beam. Creating of influence lines of torsion, antisymmetrical distortion and symmetrical distortion internal forces of large concrete cable-stayed bridge with continuous box-girders with two spans. The application for real reinforced concrete Harp bridge over pond Jordán near Tábor in Czech Republic is investigated. Evaluation of internal lines for action according to Eurocode EN 1991-2.

• Periodical: Key Engineering Materials (Volume 738)
• Pages: 3-14
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.738.3
• Online since: June 2017
• Authors: Ivan Balaz*, Yvona Kolekova, Michal Kovac, Ivana Veghova
• Keywords: Antisymmetrical Actions, Bimoment, Box-Girder, Bridge, Cable-Stayed, Concrete, Distortion, Influence Lines, Torsion

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