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Spreadsheet - N2 capacity spectrum-based seismic assessment of bare RC frames

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Spreadsheet - N2 capacity spectrum-based seismic assessment of bare RC frames

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Gómez Martínez, F. (2017). Spreadsheet - N2 capacity spectrum-based seismic assessment of bare RC frames. http://hdl.handle.net/10251/91022

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/91022

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[Excel]
Nombre: N2.xlsx
Tamaño: 715.9Kb
Formato: Microsoft Excel 2007
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Metadatos del ítem

Título: Spreadsheet - N2 capacity spectrum-based seismic assessment of bare RC frames
Autor: Gómez Martínez, Fernando
Entidad UPV: Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Fecha difusión:
Resumen:
Spreadsheet for the seismic assessment of reinforced concrete frames without infills according to the capacity-spectrum-based methodology of P. Fajfar, implemented in Eurocode 8 part 1
Palabras clave: Reinforced concrete frames , Seismic assessment , Eurocode 8
Derechos de uso: Reserva de todos los derechos
Editorial:
Universitat Politècnica de València
Tipo: Material docente
Descripción acerca del uso: The input cells are marked with a box with thin line; thick line are used in order to show the main results. The user must introduce in the first tab ('N2') the dynamic characteristics of the equivalent SDOF (participation factor, participating mass, periods of design and elastic period), together with behaviour factor and some other equivalent global amplification factors (2nd order effects and mass eccentricity). Then, the data of the pushover curve must be pasted in the tab 'pushover'; by default it has the format of the SAP2000's Interactive Database Editing. Also, the displacement of the storeys should be entered in the tab 'joint displacements'. Finally, the characteristics of the elastic response spectrum corresponding to the ULS assessment of the frame must be introduced in the tab 'demand spectrum ULS'. By default, spectral shape corresponding to Spanish seismic code NCSE-02 are used; in order to use another code, just replace the columns (T,Sa(T)) in both tabs(demand and capacity) and specify the values of importance factor ("ro") and spectral amplification factor ("alfa(T)") in order to appropriately calculate the anchorage PGA of the capacity spectrum.
Destinatario: Alumno
Contexto: Ciclo superior
Dificultad: Dificultad media
Nivel de interactividad: Alto
Densidad semántica: Muy alto
Tiempo típico: 10 h
Idioma del destinatario: Inglés

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