The paper presents the analysis of an important historical building: the Saint James Theater in the city of Corfù (Greece) actually used as the Municipality House. The building, located in the center of the city, is made of carves stones and is characterized by a stocky shape and by the presence of wooden floors. The study deals with the structural identification of such structure through the analysis of its ambient vibrations recorded by means of accelerometers with high accuracy. A full dynamic testing was developed using ambient vibrations to identify the main modal parameters and to make a non-destructive characterization of this building. The results of these dynamic tests are compared with the modal analysis of a complex finite element (FE) simulation of the structure. This analysis may present several problems and uncertainties for this stocky building. Due to the presence of wooden floors, the local modes can be highly excited and, as a consequence, the evaluation of the structural modal parameters presents some difficulties.

Optimal model through identified frequencies of a masonry building structure with wooden floors / Diaferio, Mariella; Foti, Dora; Nicola Ivan, Giannoccaro; Salvador, Ivorra. - In: INTERNATIONAL JOURNAL OF MECHANICS. - ISSN 1998-4448. - 8:1(2014), pp. 282-288.

Optimal model through identified frequencies of a masonry building structure with wooden floors

DIAFERIO, Mariella;FOTI, Dora;
2014-01-01

Abstract

The paper presents the analysis of an important historical building: the Saint James Theater in the city of Corfù (Greece) actually used as the Municipality House. The building, located in the center of the city, is made of carves stones and is characterized by a stocky shape and by the presence of wooden floors. The study deals with the structural identification of such structure through the analysis of its ambient vibrations recorded by means of accelerometers with high accuracy. A full dynamic testing was developed using ambient vibrations to identify the main modal parameters and to make a non-destructive characterization of this building. The results of these dynamic tests are compared with the modal analysis of a complex finite element (FE) simulation of the structure. This analysis may present several problems and uncertainties for this stocky building. Due to the presence of wooden floors, the local modes can be highly excited and, as a consequence, the evaluation of the structural modal parameters presents some difficulties.
2014
Optimal model through identified frequencies of a masonry building structure with wooden floors / Diaferio, Mariella; Foti, Dora; Nicola Ivan, Giannoccaro; Salvador, Ivorra. - In: INTERNATIONAL JOURNAL OF MECHANICS. - ISSN 1998-4448. - 8:1(2014), pp. 282-288.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11589/5731
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