Structural Vibration Control for a Class of Connected Multistructure Mechanical Systems

<table>Damping matrix <svg height="15.7625" id="M90" style="vertical-align:-1.32405pt" version="1.1" viewbox="0 0 12.1125 15.7625" width="12.1125" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,0,0,-.017,1.875,11.5)"><path d="M658 557l-9 -25q-129 23 -320 70q-210 -50 -320 -70l-9 25q232 77 318 116h22q89 -40 318 -116z" id="xF5C02"></path></g><g transform="matrix(.017,0,0,-.017,.062,15.413)"><path d="M682 629q-1 -16 -1.5 -72t-2.5 -86l-31 -4q-5 92 -51 129t-139 37q-100 0 -177 -49t-116 -125t-39 -162q0 -122 66 -201t182 -79q83 0 137 42.5t112 128.5l26 -15q-12 -31 -42.5 -88t-45.5 -75q-139 -27 -199 -27q-148 0 -243 81.5t-95 226.5q0 173 129.5 274.5
t325.5 101.5q114 0 204 -38z" id="x1D436"></path></g>
</svg> for the overall linking system.</table>

Mathematical Problems in Engineering

fig6

Figure 6

Figure 6: Structural Vibration Control for a Class of Connected Multistructure Mechanical Systems 