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This work presents a comparative study between different steel structures on a pile foundation with the purpose of analyzing the influence of the soil-structure interaction (SSI) on soil displacements and stresses. Five structures and their respective foundations were designed, varying the number of floors and types of bracing. The structures were analyzed in a conventional way considering rigid base and considering the deformability of the soil by means of reaction coefficients applying the Winkler Hypothesis. Were analyzed the results of base reactions and bending moments at the base of the columns, global stability coefficients B2, lateral displacements, soil displacements and also the variation of the axial compression forces and bending moments along the height of the buildings.

Efeitos da interação solo estrutura em edifícios em aço sobre fundação profunda