PSI - Issue 78

Stefania Coccimiglio et al. / Procedia Structural Integrity 78 (2026) 1032–1039

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Figure 6. Points of EGMS (green) and SARPROZ (red) on Google Earth

Figure 7. Selected points of EGMS(green) and SARPROZ (red)

Figure 8. Time series of selected points: (a)P 20 , (b) P 24 , (c) P 1803 , and (d) P 1765

5. Conclusions This study explores the application of InSAR satellite data for SHM of historical masonry buildings, focusing on the case of the Church of Santissima Trinità in Turin. A preliminary comparative evaluation was conducted between pre processed data from the EGMS and data obtained through user-controlled processing using the SARPROZ software.