Análisis comparativo en la respuesta lineal de sistemas estructurales muro-pórtico representativos de Bucaramanga incorporando interacción suelo estructura

María Alejandra Oliveros-Caicedo; David Sebastián Cotes-Prieto; Luis Eduardo Zapata-Orduz

doi:10.33571/rpolitec.v19n38a11

Autores/as

María Alejandra Oliveros-Caicedo Ingeniera civil, Magister en ingeniería civil (C), Universidad Industrial de Santander. maria2218108@correo.uis.edu.co https://orcid.org/0009-0003-9387-0987
David Sebastián Cotes-Prieto Magister en Ingeniería civil, Profesor cátedra Universidad Industrial de Santander (UIS), dscotpri@correo.uis.edu.co https://orcid.org/0000-0001-7761-1617
Luis Eduardo Zapata-Orduz PhD. Ingeniero civil, Profesor titular, Universidad Industrial de Santander (UIS), luisezap@uis.edu.co ORCID: https://orcid.org/0000-0001-8586-602X https://orcid.org/0000-0001-8586-602X

DOI:

https://doi.org/10.33571/rpolitec.v19n38a11

Palabras clave:

Sistemas representativos, Sistemas muro-pórtico, Interacción suelo-estructura, Fuerza Horizontal Equivalente, Respuesta estructural

Resumen

El presente artículo evalúo la influencia de la Interacción Suelo – Estructura (ISE) en la respuesta estructural lineal de sistemas muro-pórtico regulares representativos de Bucaramanga-Colombia utilizando el enfoque de subestructura propuesto por Winkler. Se recopiló información de sistemas locales existentes utilizando base de datos oficiales. Mediante el diseño de experimentos factorial 2², se crearon nueve edificios artificiales con diferentes tipos de suelo y número de pisos. Estos edificios fueron diseñados y detallados bajo la idealización de base fija, siguiendo la normativa sismorresistente local. Se llevaron a cabo análisis incluyendo y excluyendo la ISE. Los resultados revelaron que la ISE tuvo influencia significativa en la respuesta lineal de las estructuras ubicadas en zonas de amenaza sísmica alta, presentando variación en el periodo fundamental, cambio en la respuesta modal, incremento de derivas y disminución en el cortante de base. Además, se encontró que también afecta el método de análisis utilizado para el diseño.

This paper evaluates the influence of Soil-Structure Interaction (SSI) on the linear structural response of regular wall-frame systems representative of Bucaramanga-Colombia using the substructure approach proposed by Winkler. Information was collected from existing local systems study using official databases. Using the 2² factorial design of experiments, nine artificial buildings were created with different soil types and number of floors. These buildings were designed and detailed under the fixed base idealization, following the local seismic-resistant regulations. Analyses were carried out including and excluding the ISE. The results revealed that the ISE had a significant influence on the linear response of structures located a high seismic hazard zone, presenting variation in the fundamental period, change in the modal response, increase in drifts and decrease in the base shear. In addition, it was found that it also affects the analysis method for the design.

Métricas de artículo

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