Análisis comparativo de la interacción suelo-estructura, del bloque “G” de la Universidad Politécnica Salesiana, Sede Quito-Campus Sur, aplicando un modelo acoplado y desacoplado con la norma rusa SNIP 2.02.05-87

Abstract

The present academic article analyzed and compared the soil-structure interaction (SSI) of block “G” of the Salesian Politecnic University, Quito Headquarters, South Campus, using MIDAS GTS NX [1], using the coupled model and ETABS [2], using the decoupled and embedded model. Using the methodology of the Russian standard SNIP 2.02.05-87 [3], the stiffness coefficients were calculated; Uniform elastic compression stiffness coefficient (Kz); uniform elastic displacement stiffness coefficients (Kx, Ky), non-uniform compression stiffness coefficients (Kϕx, Kϕy), and non-uniform displacement stiffness coefficient (Kѱz), which were assigned to the foundation base and walls of the structure.