Authors:Hasnae Boubel, Oumnia Elmrabet, Elmehdi Echebba, and Mohamed Rougui
This study is concerned to the investigation of the stability of bridges by taking into account the soil structure interaction and their impact on the dynamic behavior of the structures. The bridge studied is localized at PK 318 + 750 at the national level, between the city of Al Hoceima and Kasseta (Morocco). The analyses are carried out with the ANSYS code demonstrated that for conditions of support, the distribution of displacements and the fundamental frequency for each type of soil change according to its mechanical properties. This work also indicates that the proximity of the fundamental frequencies of the soil structure and strongly influences the soil-structure interaction.
of buckling in different temperature conditions and used Euro Code 3 Part 1–2 to determine the design load. Kodur and Dwaikat [ 8 ] used ANSYSCode to analyze the behavior of beam-column under high temperature conditions and determined the factors