| Summary: | Nowadays, in the field of construction, taking into account the dynamic problems is required to secure the reliability of the structures in the different applications, particularly in the case of structures subjected to seismic loads. The objective of this study is the evaluation of seismic risk on the stability of the structure in the presence of soil-structure interaction. Indeed, this work provides the factors and the effect of the seismic vulnerability on the stability of structures of reinforced concrete building types, by determining the maximum displacements of the building, according to the damage indices and nonlinear dynamic case, while considering the various mechanical parameters of the soil and the studied structure.
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