Optimal model through identified frequencies of a masonry building structure with wooden floors
Contribuinte(s) |
Universidad de Alicante. Departamento de Ingeniería Civil Grupo de Ensayo, Simulación y Modelización de Estructuras (GRESMES) |
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Data(s) |
09/12/2014
09/12/2014
2014
|
Resumo |
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. This work was supported in part by the European Territorial Cooperation Programme “Greece-Italy 2007-2013”, under grants of the project Structural Monitoring of ARTistic and historical BUILding Testimonies (S.M.ART:BUIL.T.). |
Identificador |
International Journal of Mechanics. 2014, 8: 282-288 1998-4448 |
Idioma(s) |
eng |
Publicador |
North Atlantic University Union |
Relação |
http://www.naun.org/cms.action?id=2828 |
Direitos |
info:eu-repo/semantics/openAccess |
Palavras-Chave | #Historical building #Non-destructive tests #Operational modal analysis #Dynamic analysis #FEM analysis #Mecánica de Medios Contínuos y Teoría de Estructuras |
Tipo |
info:eu-repo/semantics/article |