The structures damage conditions assessment requires numerous precautions to ensure the safety of people during site-visits and inspections. Among several methods providing useful information about the conservation status of the structures, dynamic monitoring techniques are suitable to retrieve global behaviour of the buildings. The anomalous features diagnosis of the structural dynamic response is an index of alterations of the material state and, in the worst cases, is related to the presence of damaged structural elements. This paper proposes the use of remote control systems for the structural evaluation of the damage state of buildings, and describes the results achieved in an interesting application: the experimental dynamic analysis carried out on the inaccessible damaged bell tower of the Church of Santi Giacomo and Filippo in Mirandola (Italy). The study is based on observations performed using the IBIS-S ground-based radar interferometer to remotely measure the displacements of several elements of the building above 0.01 mm amplitude. This totally non-invasive and non-destructive approach has proved to be reliably implemented as a useful method to Structural Health Monitoring procedures and especially for extensive and fast inspection analyses aiming at the first evaluation of the damage level and the soundness of slender buildings after earthquakes.

Fast dynamic control of damaged historical buildings: a new useful approach for Structural Health Monitoring after an earthquake

Calcina Sergio Vincenzo;Piroddi Luca
;
Ranieri Gaetano
2013-01-01

Abstract

The structures damage conditions assessment requires numerous precautions to ensure the safety of people during site-visits and inspections. Among several methods providing useful information about the conservation status of the structures, dynamic monitoring techniques are suitable to retrieve global behaviour of the buildings. The anomalous features diagnosis of the structural dynamic response is an index of alterations of the material state and, in the worst cases, is related to the presence of damaged structural elements. This paper proposes the use of remote control systems for the structural evaluation of the damage state of buildings, and describes the results achieved in an interesting application: the experimental dynamic analysis carried out on the inaccessible damaged bell tower of the Church of Santi Giacomo and Filippo in Mirandola (Italy). The study is based on observations performed using the IBIS-S ground-based radar interferometer to remotely measure the displacements of several elements of the building above 0.01 mm amplitude. This totally non-invasive and non-destructive approach has proved to be reliably implemented as a useful method to Structural Health Monitoring procedures and especially for extensive and fast inspection analyses aiming at the first evaluation of the damage level and the soundness of slender buildings after earthquakes.
2013
Structural Health Monitoring; historical building vulnerability; ground based radar interferometry; non contact vibration test
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11584/104169
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