Evaluación de los indicadores de comportamiento sísmico de edificios con sistema aporticado a través del método estático no lineal

• Autor: Huapaya Huertas, Raúl Ernesto
• Formato: tesis de grado
• Fecha de Publicación: 2017
• Institución: Universidad Ricardo Palma
• Repositorio: URP-Tesis
• Lenguaje: español
• OAI Identifier: oai:repositorio.urp.edu.pe:20.500.14138/1305
• Enlace del recurso: https://hdl.handle.net/20.500.14138/1305
• Nivel de acceso: acceso abierto
• Materia: Edificios; resistencia; Ductilidad; https://purl.org/pe-repo/ocde/ford#2.01.01

The present work consisted of the evaluation of the indicators of seismic behavior: over strength and ductility for reinforced concrete buildings moments frames with the static non - linear method using a structural software. For this, 3, 6, 9, 12, 15 and 18-story buildings have been evaluated. The results of this research showed that as the fundamental period of a structure increases, over strength also increases, but a clear trend can not be given. In the case of ductility there is a clear polynomial tendency for each axis of the building: as the fundamental period increases the ductility decreases. On the other hand, the actual capacity of the structure is superior to the design shear shown in Standars of E-030.