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首页> 外文期刊>SIAM Journal on Control and Optimization >Exponential stabilization of laminated beams with structural damping and boundary feedback controls
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Exponential stabilization of laminated beams with structural damping and boundary feedback controls

机译:具有结构阻尼和边界反馈控制的层合梁的指数稳定

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We study the boundary stabilization of laminated beams with structural damping which describes the slip occurring at the interface of two-layered objects. By using an invertible matrix function with an eigenvalue parameter and an asymptotic technique for the. first order matrix differential equation, we. find out an explicit asymptotic formula for the matrix fundamental solutions and then carry out the asymptotic analyses for the eigenpairs. Furthermore, we prove that there is a sequence of generalized eigenfunctions that forms a Riesz basis in the state Hilbert space, and hence the spectrum determined growth condition holds. Furthermore, exponential stability of the closed-loop system can be deduced from the eigenvalue expressions. In particular, the semigroup generated by the system operator is a C-0-group due to the fact that the three asymptotes of the spectrum are parallel to the imaginary axis.
机译:我们用结构阻尼研究了层合梁的边界稳定,结构阻尼描述了在两层物体的界面处发生的滑动。通过使用具有特征值参数的可逆矩阵函数和渐近技术。一阶矩阵微分方程找出矩阵基本解的显式渐近公式,然后进行特征对的渐近分析。此外,我们证明在状态希尔伯特空间中存在形成Riesz基的广义本征函数序列,因此光谱确定的生长条件成立。此外,可以从特征值表达式中得出闭环系统的指数稳定性。特别地,由于频谱的三个渐近线平行于虚轴的事实,由系统操作员生成的半群是C-0群。

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