tabilization of a suspension bridge with locally distributed damping

被引:13
作者
Cavalcanti, Marcelo M. [1 ]
Correa, Wellington J. [2 ]
Fukuoka, Ryuichi [1 ]
Hajjej, Zayd [3 ]
机构
[1] Univ Estadual Maringa, Dept Math, BR-87020900 Maringa, Parana, Brazil
[2] Fed Technol Univ Parana, Acad Dept Math, Campuses Campo Mourao, BR-87301899 Campo Mourao, PR, Brazil
[3] Univ Gabes, Fac Sci Gabes, Dept Math, Gabes 6029, Tunisia
关键词
Suspension bridge; Exponential asymptotic; Localized damping; SEMILINEAR WAVE-EQUATION; VON KARMAN PLATES; ENERGY DECAY-RATES; NONLINEAR OSCILLATIONS; RECTANGULAR PLATE; BERGER PLATE; BOUNDARY; STABILIZATION; DISSIPATION; ATTRACTORS;
D O I
10.1007/s00498-018-0226-0
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
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.
引用
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页数:39
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