Método aproximado unificado de evaluación estructural para edificaciones aporticadas de concreto reforzado de la ciudad de riobamba, provincia de chimborazo.
This work is focused on determining the structural vulnerability of reinforced concrete buildings from Riobamba city, by applying the approximate method unified of structural evaluation and a Static Nonlinear Analysis "Pushover" that presents the ATC-40 and FEMA-356 to validate this method...
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| Formato: | bachelorThesis |
| Idioma: | spa |
| Publicado: |
2016
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| Subjects: | |
| Acceso en liña: | http://dspace.unach.edu.ec/handle/51000/1370 |
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Engadir etiqueta | Summary: | This work is focused on determining the structural vulnerability of reinforced concrete buildings from Riobamba city, by applying the approximate method unified of structural evaluation and a Static Nonlinear Analysis "Pushover" that presents the ATC-40 and FEMA-356 to validate this methodology, used in conjunction with the seismic demand, established by the Ecuadorian Construction Code (NEC-11), to get and assess the level of damage of the building and get a vulnerability index that the building may have in front of an seismic event. Another objective is to present a feasible methodology using the Nonlinear Static Analysis "Pushover", in conjunction with the approximate method unified of structural evaluation, as a tool that allows us to identify the “weak” areas of a structure, which will lead us to take the appropriate corrective action . |
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