Abstract
We study a nonlocal evolution equation modeling the deformation of a bridge, either a footbridge or a suspension bridge. Contrarily to the previous literature, we prove the exponential asymptotic stability of the considered model with a small amount of damping (namely, on a small collar around the whole boundary) which represents less cost of material.
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Research of Marcelo M. Cavalcanti partially supported by the CNPq Grant 300631/2003-0.
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Cavalcanti, M.M., Corrêa, W.J., Fukuoka, R. et al. Stabilization of a suspension bridge with locally distributed damping. Math. Control Signals Syst. 30, 20 (2018). https://doi.org/10.1007/s00498-018-0226-0
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DOI: https://doi.org/10.1007/s00498-018-0226-0