Análisis comparativo de un edificio Aporticado de hormigón armado aplicando la norma Ecuatoriana nec-se-ds-2015 y la norma Peruana rne e.030-2020 – rne e.060-2020
Fecha
2022-04
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Universidad de Guayaquil - Facultad de Ciencias Matemáticas y Físicas - Carrera Ing. Civil
Resumen
La presente investigación de titulación tiene por objetivo realizar un análisis comparativo de una edificación de 8 pisos más un sótano con sistema de pórticos, aplicando la norma NEC-SE-DS-2015 y la RNE E.030 – E.060 2020. Una vez concluido el análisis se realizará un cuadro comparativo del tipo cualitativo y cuantitativo de los resultados que se obtendrán de los siguientes parámetros: factor de zona, factor de amplificación de suelo, coeficiente de amplificación sísmica y coeficiente de reducción sísmica. Ubicado el edificio en las zonas de Ecuador y Perú, considerando iguales zonas sísmicas y tipos de suelo, desarrollamos la modelación aporticada, donde no cumplió los requerimientos de Perú, pero sí de Ecuador. Por lo cual se propuso solo para este, usar un tipo de estructura común de Perú como lo son los aporticados con muros, este si cumplió lo especificado con su normativa
This research degree aims to carry out a comparative analysis of an 8-story building plus a basement with a special moment frame system, applying the NEC-SE-DS-2015 standard and the RNE E.030 – E.060 2020. Once the analysis is completed, a qualitative and quantitative comparison table will be produced from the results obtained with the following parameters: zone coefficient, soil amplification, seismic amplification coefficient and seismic reduction coefficient. The building is located in the areas of Ecuador and Peru, having in consideration the same seismic zones and soil types, we developed the modeling of the special moment frame. Where it did not meet the requirements for Peru but on the other hand it did for Ecuador. Thus, it was proposed only for this, to use a type of common structure we find in Peru such as a special moment frame with walls. This did comply with what was specified in its regulations.
This research degree aims to carry out a comparative analysis of an 8-story building plus a basement with a special moment frame system, applying the NEC-SE-DS-2015 standard and the RNE E.030 – E.060 2020. Once the analysis is completed, a qualitative and quantitative comparison table will be produced from the results obtained with the following parameters: zone coefficient, soil amplification, seismic amplification coefficient and seismic reduction coefficient. The building is located in the areas of Ecuador and Peru, having in consideration the same seismic zones and soil types, we developed the modeling of the special moment frame. Where it did not meet the requirements for Peru but on the other hand it did for Ecuador. Thus, it was proposed only for this, to use a type of common structure we find in Peru such as a special moment frame with walls. This did comply with what was specified in its regulations.
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ANALISIS SISMICO, COMPORTAMIENTO SISMICO, CORTANTES, DEPLAZAMIENTOS, DERIVAS
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