Viaduct Over the Alberche River
In this paper the design of the supports of the Viaduct over the Alberche river is undertaken, using the method proposed by the FIP Recommendations 1996 (FIP96) [1]. The solution, thus obtained, is then compared with two non-linear analysis, taking into account non-linear material behaviour, as well as non-linearity due to changes in geometry, with different degrees of simplification. (To continue reading, download PDF)