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Christopher Beattie ^{1} ,
Serkan Gugercin ^{1} ,
Zoran Tomljanović ^{ , } ^{2} ^{,} ^{*}

27 April 2018

We consider a parametric linear time invariant dynamical systems represented in state-space
form as\[E \dot x(t) = A(p) x(t) + Bu(t), \\ y(t) = Cx(t),\]where $E, A(p) \in \mathbb{R}^{n\times n}$, $B\in \mathbb{R}^{n\times m} \(and \)C\in \mathbb{R}^{l\times n}$. Here $x(t)\in \mathbb{R}^{n} \(denotes the state variable, while \)u(t)\in \mathbb{R}^{m}\(and \)y(t)\in \mathbb{R}^{l}\(represent, respectively, the inputs and outputs of the system.We assume that \)A(p)\(depends on \)k\ll n\(parameters \)p=(p_1, p_2, \ldots, p_k)\(such that we may write\[A(p)=A_0+U\,\diag (p_1, p_2, \ldots, p_k)V^T,\]where \)U, V \in \mathbb{R}^{n\times k}\(are given fixed matrices.We propose an approach for approximating the full-order transfer function \)H(s;p)=C(s E -A(p))^{-1}B\(with a reduced-order model that retains the structure of parametric dependence and
(typically) offers uniformly high fidelity across the full parameter range. Remarkably,
the proposed reduction process removes the need for parameter sampling and thus does
not depend on identifying particular parameter values of interest. Our approach is
based on the classic Sherman-Morrison-Woodbury formula and allows us to construct
a parameterized reduced order model from transfer functions of four subsystems that
do not depend on parameters, allowing one to apply well-established model reduction
techniques for non-parametric systems. The overall process is well suited for computationally
efficient parameter optimization and the study of important system properties.One of the main applications of our approach is for damping optimization: we consider
a vibrational system described by\[
\begin{equation}\label{MDK}
\begin{array}{rl}
M\ddot q(t)+(C_{int} + C_{ext})\dot q(t)+Kq(t)&=E w(t),\\
z(t)&=Hq(t),
\end{array}
\end{equation}
\]where the mass matrix, \)M$, and stiffness matrix, $K$, are real, symmetric positive-definite matrices of order $n$. Here, $q(t)\(is a vector of displacements and rotations, while \) w(t) \(and \)z(t) \(represent, respectively, the inputs (typically viewed as potentially disruptive)
and outputs of the system. Damping in the structure is modeled as viscous damping
determined by \)C_{int} + C_{ext}\(where \)C_{int}\(and \)C_{ext}\(represent contributions from internal and external damping, respectively. Information
regarding damper geometry and positioning as well as the corresponding damping viscosities
are encoded in \)C_{ext}= U\diag{(p_1, p_2, \ldots, p_k)} U^T\(where \)U \in \mathbb{R}^{n\times k}\(determines the placement and geometry of the external dampers.The main problem is to determine the best damping matrix that is able to minimize
influence of the disturbances, \)w$, on the output of the system $z$. We use a minimization criteria based on the $\mathcal{H}_2$ system norm. In realistic settings, damping optimization is a very demanding problem.
We find that the parametric model reduction approach described here offers a new tool
with significant advantages for the efficient optimization of damping in such problems.

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