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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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[Excel]
Nombre: N2.xlsx
Tamaño: 715.9Kb
Formato: Microsoft Excel 2007
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dc.contributor.author Gómez Martínez, Fernando es_ES
dc.date.accessioned 2017-11-15T07:15:17Z
dc.date.available 2017-11-15T07:15:17Z
dc.date.issued 2017-11-15T07:15:17Z
dc.identifier.uri http://hdl.handle.net/10251/91022
dc.description.abstract 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 es_ES
dc.language Inglés es_ES
dc.publisher Universitat Politècnica de València es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Reinforced concrete frames es_ES
dc.subject Seismic assessment es_ES
dc.subject Eurocode 8 es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.title Spreadsheet - N2 capacity spectrum-based seismic assessment of bare RC frames es_ES
dc.type Material docente es_ES
dc.lom.interactivityLevel Alto es_ES
dc.lom.semanticDensity Muy alto es_ES
dc.lom.intendedEndUserRole Alumno es_ES
dc.lom.context Ciclo superior es_ES
dc.lom.difficulty Dificultad media es_ES
dc.lom.typicalLearningTime 10 h es_ES
dc.lom.educationalDescription 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. es_ES
dc.lom.educationalLanguage Inglés es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation 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 es_ES
dc.description.bibliographicCitation Gómez Martínez, F. (2017). Spreadsheet - N2 capacity spectrum-based seismic assessment of bare RC frames. http://hdl.handle.net/10251/91022 es_ES


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