Análisis y diseño sismorresistente de edificación multifamiliar en acero según normativas AISC (360, 341, 358)-16, NEC-SE-DS-2015; implementando la interoperabilidad bim en el entorno Autodesk e idea Statica Connection
Fecha
2022-10
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Universidad de Guayaquil - Facultad de Ciencias Matemáticas y Físicas - Carrera de Ingeniería Civil
Resumen
En el presente trabajo de titulación se realizó el diseño sismorresistente de una estructura de acero de ocupación multifamiliar, aplicando las normativas AISC (360, 341, 358)-16, NEC-SE-DS-2015; implementando la interoperabilidad Bim en el entorno Autodesk e Idea Statica Connection. Evaluando el comportamiento de la estructura para las diferentes solicitaciones, se realizó la verificación de la conexión precalificada a momento tipo RBS (Conexión de viga reducida) en el programa idea statica connection para la verificación de un buen mecanismo de falla y plastificación en la zona deseada y finalmente se realizó el detallamiento estructural en el programa Revit
In the present titling work, the earthquake-resistant design of a multi-family occupancy steel structure was carried out, applying the AISC (360, 341, 358)-16, NEC-SE-DS-2015 regulations; implementing Bim interoperability in the Autodesk environment and Idea Statica Connection. Evaluating the behavior of the structure for the different solicitations, the verification of the connection prequalified to moment type RBS (Reduced Beam Connection) was carried out in the program idea statica connection for the verification of a good mechanism of failure and plastification in the desired zone. and finally the structural detailing was carried out in the Revit program
In the present titling work, the earthquake-resistant design of a multi-family occupancy steel structure was carried out, applying the AISC (360, 341, 358)-16, NEC-SE-DS-2015 regulations; implementing Bim interoperability in the Autodesk environment and Idea Statica Connection. Evaluating the behavior of the structure for the different solicitations, the verification of the connection prequalified to moment type RBS (Reduced Beam Connection) was carried out in the program idea statica connection for the verification of a good mechanism of failure and plastification in the desired zone. and finally the structural detailing was carried out in the Revit program
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Estructura, Sismorresistente, Rótula, Conexiones, Acero
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APA