Análisis del comportamiento Estructural de la pila de un puente de tres tramos continuos conformada por el sistema pilote- columna- viga, cabezal incorporando la interacción suelo´- pilote estructura y verificando el desempeño sísmico mediante el análisis estático no lineal (pushover), ubicado en la vía Durán – Jujan
Fecha
2022-09
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Universidad de Guayaquil - Facultad de Ciencias Matemáticas y Físicas - Carrera de Ingeniería Civil
Resumen
La situación Geográfica del Ecuador juega un papel importante a la hora de diseñar y construir estructuras con un comportamiento frente a eventos sísmicos. Dichos eventos han llevado a profesionales de la ingeniería a considerar nuevos tipos de análisis para evitar colapso de puentes. En este trabajo toma en cuenta el análisis del comportamiento estructural de la pila de un puente de tres tramos continuos conformada por el sistema pilote-columna-viga cabezal, incorporando la interacción suelo-pilote- estructura y verificando el desempeño sísmico mediante el análisis estático no lineal (pushover). Para esto se utilizará varias herramientas de trabajo como son los softwares, CSIBridge, Apile, Group y Sap2000; que consideran la modelación con sus respectivos elementos y materiales, la parte geotécnica de la zona de estudio, para poder obtener las curvas de transferencia de carga axial y lateral, que, bajo un criterio fundamentado respaldado por normas, con cálculos y el estudio de suelo.
The geographical location of Ecuador plays an important role when designing and building structures with behavior against seismic events. Such events have led engineering professionals to consider new types of analysis to prevent bridge collapse. This work takes into account the analysis of the structural behavior of the pier of a bridge with three continuous sections formed by the pile-column-head beam system, incorporating the soil-pile-structure interaction and verifying the seismic performance through non-static static analysis. linear (pushover). For this, several work tools will be used, such as software, CSIBridge, Stack, Group and Sap2000; that consider the modeling with their respective elements and materials, the geotechnical part of the study area, in order to obtain the axial and lateral load transfer curves, which, under a well-founded criterion supported by standards, with calculations and the soil study.
The geographical location of Ecuador plays an important role when designing and building structures with behavior against seismic events. Such events have led engineering professionals to consider new types of analysis to prevent bridge collapse. This work takes into account the analysis of the structural behavior of the pier of a bridge with three continuous sections formed by the pile-column-head beam system, incorporating the soil-pile-structure interaction and verifying the seismic performance through non-static static analysis. linear (pushover). For this, several work tools will be used, such as software, CSIBridge, Stack, Group and Sap2000; that consider the modeling with their respective elements and materials, the geotechnical part of the study area, in order to obtain the axial and lateral load transfer curves, which, under a well-founded criterion supported by standards, with calculations and the soil study.
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SISMO, INTERACCIÓN, SUELO, PILOTE, ESTRUCTURA
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APA