Structural Vibration Control for a Class of Connected Multistructure Mechanical Systems

<table>Multistructure system <svg height="11.9375" id="M19" style="vertical-align:-0.20474pt" version="1.1" viewbox="0 0 12.75 11.9375" width="12.75" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg> formed by interconnected multiple-degree-of-freedom mass-spring-damper systems <svg height="16.987499" id="M20" style="vertical-align:-0.20474pt" version="1.1" viewbox="0 0 26.65 16.987499" width="26.65" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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q49 5 79 33.5t30 73.5q0 40 -30 60.5t-78 20.5q-64 0 -119 -45q-56 -44 -56 -108q0 -30 16.5 -58.5t40.5 -52.5l48 -49t40.5 -58t16.5 -69q0 -99 -82 -159q-83 -60 -201 -60q-80 0 -139 39q-58 39 -58 118q0 70 50 114q50 43 117 43q63 0 108.5 -40.5t54.5 -115.5z" id="x1D4AE"></path></g>
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Mathematical Problems in Engineering

fig1

Figure 1

Figure 1: Structural Vibration Control for a Class of Connected Multistructure Mechanical Systems 