000012857 001__ 12857
000012857 005__ 20160920162651.0
000012857 04107 $$aeng
000012857 046__ $$k2016-09-05
000012857 100__ $$aRainieri, C.
000012857 24500 $$aResilience assessment of a fully automated modal-based SHM system by shaking table tests

000012857 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012857 260__ $$bTaylor and Francis Group, London, UK
000012857 506__ $$arestricted
000012857 520__ $$2eng$$aVibration-based damage detection techniques offer interesting opportunities for Structural Health Monitoring (SHM) of strategic structures in seismically prone areas. However, earthquake shaking can cause saturation of sensors if the measurement chain is optimized to record the ambient vibration response only. This can affect the reliability of the SHM system. In the present paper, the resilience to earthquake shaking of a fully automated modal based SHM system is assessed taking advantage of specific experimental tests. The results achieved in the context of the present study show that, even in the presence of a measurement chain not specifically designed to resolve the high amplitude vibrations induced by earthquakes, a reliable monitoring of the modal properties before and after the ground motion by means of automated Operational Modal Analysis techniques is possible, thus ensuring a near real-time remote assessment of the structural health.

000012857 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012857 653__ $$a

000012857 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012857 720__ $$aRainieri, C.$$iGargaro, D.$$iFabbrocino, G.
000012857 8560_ $$ffischerc@itam.cas.cz
000012857 8564_ $$s1053834$$uhttps://invenio.itam.cas.cz/record/12857/files/305.pdf$$yOriginal version of the author's contribution as presented on CD, 305.pdf.
000012857 962__ $$r12552
000012857 980__ $$aPAPER