Fast Dynamic Control of Damaged Historical Buildings: A New Useful Approach for Structural Health Monitoring after an Earthquake
Figure 2
(a) Installation of the IBIS-S system in several acquisition stations placed at 25 m (St 01) and 23 m (St 02) from the base of the tower with LOS angle of 30° (central beam) and at 8 m (St 03) with LOS angle of 70° (central beam). (b) Radar line of sight displacement and true displacement vector. (c) Image of the IBIS-S system used during the experiments.
