Site: Structural Engineering Laboratory, University of Naples “Federico II”
Project title: Modal-based damage identification of a scaled bridge model subjected to shaking table tests
The acceleration response of a scaled bridge model, subjected to shaking table tests, was continuously monitored before, during and after the test for the application of modal based damage detection procedures. The experimental campaign allowed the identification of damage due to cracking at the base of one of the piers of the bridge.
Rainieri C., Gargaro D., Fabbrocino G., Maddaloni G., Di Sarno L., Prota A., Manfredi G. (2018). Shaking table tests for the experimental verification of the effectiveness of an automated modal parameter monitoring system for existing bridges in seismic areas. STRUCTURAL CONTROL AND HEALTH MONITORING, Vol. 25(7), https://doi.org/10.1002/stc.2165.
Rainieri C., Notarangelo M.A., Fabbrocino G. (2020). Experiences of dynamic identification and monitoring of bridges in serviceability conditions and after hazardous events, INFRASTRUCTURES, Vol. 5(10), Article number 86, p. 1-23, DOI: 10.3390/infrastructures5100086.
They are speaking about us!