PSI - Issue 78

Michele Morici et al. / Procedia Structural Integrity 78 (2026) 1673–1680

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Figure 6. Seismic accelerations recorded on March 4, 2025, by the (a) FLPC.HNN and the (b) CMRN.HNN stations.

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Figure 7. Comparison between the seismic signal recorded at the IT-CMRN-HNN station and the signal recorded by the A1 accelerometer installed in the ChIP building (Level 0, above the isolation system) in the (a) X direction and (b) Y direction.

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a)

Figure 8. Comparison between the seismic signal recorded at the IT-CMRN-HNN station and the signal recorded by the A2 accelerometer installed in the ChIP building (Level 2, roof) in the (a) X direction and (b) Y direction.

Figure 9. Shear force time history recorded by the SGB1 sensor installed on one of the steel vertical braces of the ChIP building at Level 0, above the isolation system.