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Static Monitoring and Non-Destructive Test of a Historic Damaged Palace

Boscato, Giosuè / Dal Cin, Alessandra

The City Hall of Mirandola was stricken and damaged by Emilia-Romagna earthquake sequence of May 2012. This paper presents the procedure for the structural monitoring control of a masonry historic building that presents a serious damage pattern. Structural monitoring was carried out with transducers installed to control the serious cracks that regards the main volumes of the building. The global structural health monitoring was useful to define the actual condition of the dynamic behavior of the damaged construction that are subjected to different mechanism. Ground penetrating radar allows to detect the depth of the cracks and the condition of the masonry. These researches are useful also for the structural future rehabilitation and to define the possible changes in the structural behavior.

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Static Monitoring and Non-Destructive Test of a Historic Damaged Palace

Boscato, Giosuè / Dal Cin, Alessandra

The City Hall of Mirandola was stricken and damaged by Emilia-Romagna earthquake sequence of May 2012. This paper presents the procedure for the structural monitoring control of a masonry historic building that presents a serious damage pattern. Structural monitoring was carried out with transducers installed to control the serious cracks that regards the main volumes of the building. The global structural health monitoring was useful to define the actual condition of the dynamic behavior of the damaged construction that are subjected to different mechanism. Ground penetrating radar allows to detect the depth of the cracks and the condition of the masonry. These researches are useful also for the structural future rehabilitation and to define the possible changes in the structural behavior.

Static Monitoring and Non-Destructive Test of a Historic Damaged Palace

Boscato, Giosuè / Dal Cin, Alessandra

The City Hall of Mirandola was stricken and damaged by Emilia-Romagna earthquake sequence of May 2012. This paper presents the procedure for the structural monitoring control of a masonry historic building that presents a serious damage pattern. Structural monitoring was carried out with transducers installed to control the serious cracks that regards the main volumes of the building. The global structural health monitoring was useful to define the actual condition of the dynamic behavior of the damaged construction that are subjected to different mechanism. Ground penetrating radar allows to detect the depth of the cracks and the condition of the masonry. These researches are useful also for the structural future rehabilitation and to define the possible changes in the structural behavior.

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Title:

Static Monitoring and Non-Destructive Test of a Historic Damaged Palace

Contributors:

Boscato, Giosuè / Dal Cin, Alessandra

Published in:

Advanced Materials Research ; 919-921 ; 334-337

Publication date:

2014-04-17

Size:

4 pages

ISSN:

1662-8985 , 1022-6680

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.334

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Damage Survey , Historic Monuments , Static Control Monitoring , GPR Tests

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