Customer:
STRESS S.c.ar.l.
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
Year:
2015
Tags:
SHM
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.
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