Foros Ingeniería Civil • Analisis no lineal de edificios de hormigón mediante un registro sismico en etabs

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Foros Ingeniería Civil • Analisis no lineal de edificios de hormigón mediante un registro sismico en etabs

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Analisis no lineal de edificios de hormigón mediante un registro sismico en etabs

Publicado: Lun Sep 23, 2019 2:24 am

por pablosanchezram

Estimados, estoy realizando mi tesis acerca de la vulnerabilidad sísmica de edificios de hormigón armado de baja altura, mediante el perfil biosismico, vulnerabilidad sísmica de Hirosawa y un análisis no lineal. Este ultimo mediante el sismo del 27F en Concepción, Chile. Mi duda es sobre como realizar el análisis no lineal e etabs, considero hacerlo mediante Time History pero no he encontrado un "manual" sobre como hacerlo en ETABS o SAP2000. Cualquier aporte es bienvenido! saludos!