This paper presents the results of a series of harmonically forced tests carried out on an existing reinforced concrete single-span bridge under increasing levels of damage. Variation of the modal parameters are documented and discussed. Changes in modal curvature of lower modes are used to locate the damage.
Damage Detection in a RC Bridge Based on Dynamic Measurements
MORASSI, Antonino
2010-01-01
Abstract
This paper presents the results of a series of harmonically forced tests carried out on an existing reinforced concrete single-span bridge under increasing levels of damage. Variation of the modal parameters are documented and discussed. Changes in modal curvature of lower modes are used to locate the damage.File in questo prodotto:
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