Evaluación de la capacidad de desplazamiento de un edificio de concreto reforzado con sistema combinado y vigas de acople, mediante un análisis estático no lineal
To apply the knowledge acquired during the postgraduate academic process, and following the NSR-10 regulation, the structural design of a 10-story building is made, this is located in Palmira Valle del Cauca (Colombia), this has a structural system of frames and walls with coupling beams. In additio...
- Autores:
-
Cerón Belalcázar, Nathalia
- Tipo de recurso:
- Fecha de publicación:
- 2020
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/50953
- Acceso en línea:
- http://hdl.handle.net/1992/50953
- Palabra clave:
- Edificios de apartamentos
Diseño estructural
Diseño sismo resistente
Palmira (Valle del Cauca, Colombia)
Ingeniería
- Rights
- openAccess
- License
- https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf
| Summary: | To apply the knowledge acquired during the postgraduate academic process, and following the NSR-10 regulation, the structural design of a 10-story building is made, this is located in Palmira Valle del Cauca (Colombia), this has a structural system of frames and walls with coupling beams. In addition, the building is subjected to a nonlinear static procedure, using the Etabs Software and the ASCE-41-17 manual, with which the displacement capacity of the building is determined, and as a result of the analysis improvements in the design are considered. |
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