Analyticity and optimal damping for a multilayer Mead-Markus sandwich beam
From MaRDI portal
Publication:618949
DOI10.3934/DCDSB.2010.14.1279zbMath1219.93031OpenAlexW2016008922MaRDI QIDQ618949
Scott W. Hansen, Aaron A. Allen
Publication date: 17 January 2011
Published in: Discrete and Continuous Dynamical Systems. Series B (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.3934/dcdsb.2010.14.1279
Sensitivity (robustness) (93B35) Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Control/observation systems governed by partial differential equations (93C20) PDEs in connection with control and optimization (35Q93)
Related Items (5)
A novel sensor design for a cantilevered Mead-Marcus-type sandwich beam model by the order-reduction technique ⋮ Analysis of exponential stabilization for Rao-Nakra sandwich beam with time-varying weight and time-varying delay: multiplier method versus observability ⋮ Stabilization of the generalized Rao‐Nakra beam by partial viscous damping ⋮ Dynamic and electrostatic modeling for a piezoelectric smart composite and related stabilization results ⋮ Weak stability of a laminated beam
This page was built for publication: Analyticity and optimal damping for a multilayer Mead-Markus sandwich beam