Ingeniería Civil
Permanent URI for this collectionhttp://repositorio.uta.edu.ec/handle/123456789/899
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Item Interacción sísmica entre suelo-estructura en edificios de hormigón armado de 6 pisos limitados por zapatas aisladas en la ciudad de Ambato sector Plaza Urbina(Universidad Técnica de Ambato. Facultad de Ingeniería Civil y Mecánica. Carrera de Ingeniería Civil, 2016) Toapanta Tixilema, Hugo Fabián; Durán Sánchez, Fernando AntonioThe present investigation was made in Urbina sector square in Ambato. Where we can find over 6-story buildings what is the object of this study. Also it is possible to find land, which in the Future can be places where new buildings can be constructed, these future structures will be benefited through the application of this study, which aims to meet the seismic interaction soil-structure buildings that are in the sector. For this study, a typical building was taken into account, within surbey realized to 6 story building in the area where they comply with the conditions of being reinforced concrete-buildings. Also considering the structural elements of the building was done. Then, implement existing seismic analysis in Ecuador, and perform the modeling of the building and apply the seismic analysis, the static as a fundamental requeriment, and two Dynamic Analysis. The forst without considering the effects of seismic soil-structure interaction analysis and the second considering the effects of seismic soil-structure interaction. Based on the conclusions, the result of the comparison of results obtained for the two analyzes carried out, shows that no consideration of seismic soil-structure causes that the structure has a very conservative design. While, the consideration of this effect will cause the seismic energy applied to the building get dissipated, making structural elements suffer less affectations.