This paper focuses on the dynamic characterization of a historical building located in the port city of Livorno (Italy), Palazzo Rosciano. It is a masonry structure built in the second half of the 1600 and fully renovated in the nineties to accommodate the offices of the North Tyrrhenian Sea Port Authority. The research was carried out starting from a preliminary inspection and a historical-critical analysis. Then, a detailed geometric survey was carried out using a 3D laser scanner. To define the mechanical properties of materials a series of minor destructive tests, i.e., flat jacks, shove test, and penetrometer, were performed. A structural health monitoring campaign was also carried out under ambient vibrations using a wireless sensor network. The acquired data was processed to characterize the dynamics of the structure by means of two different output-only techniques, the frequency domain decomposition, and the stochastic subspace identification.

Dynamic identification of a historical masonry building: the case study of palazzo Rosciano / Tarantini, Raffaele; Cardoni, Alessandro; Cimellaro, GIAN PAOLO; Domaneschi, Marco; Pribaz, Enrico; Rupolo, Gianluca. - ELETTRONICO. - 2:(2023), pp. 3700-3707. (Intervento presentato al convegno 9th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering tenutosi a Athens (Greece) nel 12-14 June 2023) [10.7712/120123.10673.22019].

Dynamic identification of a historical masonry building: the case study of palazzo Rosciano

Raffaele Tarantini;Alessandro Cardoni;Gian Paolo Cimellaro;Marco Domaneschi;
2023

Abstract

This paper focuses on the dynamic characterization of a historical building located in the port city of Livorno (Italy), Palazzo Rosciano. It is a masonry structure built in the second half of the 1600 and fully renovated in the nineties to accommodate the offices of the North Tyrrhenian Sea Port Authority. The research was carried out starting from a preliminary inspection and a historical-critical analysis. Then, a detailed geometric survey was carried out using a 3D laser scanner. To define the mechanical properties of materials a series of minor destructive tests, i.e., flat jacks, shove test, and penetrometer, were performed. A structural health monitoring campaign was also carried out under ambient vibrations using a wireless sensor network. The acquired data was processed to characterize the dynamics of the structure by means of two different output-only techniques, the frequency domain decomposition, and the stochastic subspace identification.
2023
978-618-5827-01-4
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Descrizione: DYNAMIC IDENTIFICATION OF A HISTORICAL MASONRY BUILDING: THE CASE STUDY OF PALAZZO ROSCIANO
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2984426