Structure calculation for the concrete bridge over the Rusca dam spillway gap on Raul Rece [articol]

Abstract

The paper presents a structure analysis regarding a concrete passage over a specific hydraulic discharger. The structure approach, following a previous hydrotechnical design, was performed by the help of dedicated software ROBOT v.7. Even if the structure complexity is not very high and the output is in the expected direction, still the approaching method shows all the advantages related to the digital analysis: simple but very coverable modeling, fast run, detailed results of high precision with a representative interface, possibility of design improving. The presented subject is part of a complex project concerning the hydrotechnical development of Rusca Dam on Raul Rece, Caras Severin, part of the “Bistra - Poiana Marului – Ruieni Poiana Rusca” Hydropower System accomplished by the paper first author.