The paper deals with an extensive study concerning the application of an integrated multilevel methodology for the evaluation of the seismic vulnerability of the Royal Palace of Naples. In particular the paper focuses on the north-west wing of the Royal Palace of Naples. The first phase of the vulnerability evaluation, which consists in the application of the GNDT Level II method for the vulnerability index estimate and in the use of the vulnerability function for the damage index calculation, is presented. The applied methodology is suitable for a global vulnerability estimation of those structural typologies, such as historical monumental masonry building, characterized by complex structural configurations and proportions. Complementary in depth mechanical both localized and global investigations will be performed in succeeding phases.

Seismic vulnerability of historical buildings: the Royal Palace of Naples / Mazzolani, FEDERICO MASSIMO; Faggiano, Beatrice; Marzo, Anna; E., Guglielmo; MASCILLI MIGLIORINI, Paolo. - (2008), pp. 763-768. (Intervento presentato al convegno 1st International Symposium on Life-Cycle Civil Engineering tenutosi a Varenna (CO) nel 10-14 June 2008).

Seismic vulnerability of historical buildings: the Royal Palace of Naples

MAZZOLANI, FEDERICO MASSIMO;FAGGIANO, BEATRICE;MARZO, ANNA;
2008

Abstract

The paper deals with an extensive study concerning the application of an integrated multilevel methodology for the evaluation of the seismic vulnerability of the Royal Palace of Naples. In particular the paper focuses on the north-west wing of the Royal Palace of Naples. The first phase of the vulnerability evaluation, which consists in the application of the GNDT Level II method for the vulnerability index estimate and in the use of the vulnerability function for the damage index calculation, is presented. The applied methodology is suitable for a global vulnerability estimation of those structural typologies, such as historical monumental masonry building, characterized by complex structural configurations and proportions. Complementary in depth mechanical both localized and global investigations will be performed in succeeding phases.
2008
9780415468572
Seismic vulnerability of historical buildings: the Royal Palace of Naples / Mazzolani, FEDERICO MASSIMO; Faggiano, Beatrice; Marzo, Anna; E., Guglielmo; MASCILLI MIGLIORINI, Paolo. - (2008), pp. 763-768. (Intervento presentato al convegno 1st International Symposium on Life-Cycle Civil Engineering tenutosi a Varenna (CO) nel 10-14 June 2008).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/312350
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