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欧美大地 解决方案(英文) Geotechnical and Structural Gandria Church
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Gandria Church

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The instrumentation was used to measure the daily and seasonal variations in the crack openings and the vault curvature. This was done in order to point out any irreversible behavior.

 

 In the last few years restoration works were carried out on the roof and these interventions were probably the cause of a visible crack running along the inferior side of the main vault. Other smaller cracks have started to appear at ¼ span on the topside of the vault.






Aim of monitoring:

The instrumentation was used to measure the daily and seasonal variations in the crack openings and the vault curvature. This was done in order to point out any irreversible behavior.






Main results:
 

The SOFO sensors were selected because of their reliability, precision, simple installation and the possibility of carrying out automatic measurements. Once installed, the sensors are placed at a height of more than 6 m, making direct access difficult. Measurements could be carried out from the sacristy without disrupting the normal use of the church. By using an optical switching unit, the 10 sensors automatically took measurements over a period of a few weeks every three months. Manual measurements were carried out between the automatic measurements sessions. The measurements conducted over 6 months pointed to a reversible behavior: crack openings were correlated to temperature variations. Figure 1 shows the sensor’s emplacement. Figure 2 shows the deformations measured on the bottom and top in one of the measurement sections as well as the temperature variations during the same 3 week period.

 

INSTALLATION PERIOD TYPE OF SENSORS NUMBER OF SENSORS
1997 SOFO 10

 























Related Papers:
 

Fibre Optic Methods for Structural Health Monitoring, Branko Glisic and Daniele Inaudi, John Wiley & Sons, Ltd – 2007
Monitoring of Heritage Structures and Historical Monuments Using Long-Gage Fiber Optic Interferometric Sensors – An Overview, Branko Glisic, Daniele Inaudi, Daniele Posenato, Angelo Figini, Nicoletta Casanova , The 3rd International Conference on Structural Health Monitoring of Intelligent Infrastructure – SHMII-3, November 13-16 – (on conference CD) – 2007
Long-term deformation monitoring of historical constructions with fiber optic sensors, D. Inaudi, N. Casanova, B. Glisic, 3rd International Seminar on Structural Analysis of Historical Constructions, Guimaraes, Portugal, November – (Univrsity of Minho Publisher, pp. 421-430) – 2001