Figure 2. Response of simple MCLS system 

 with zero damping. 



Figure 3. Tvvo-degree-of-freedom analytical 

 model of MCLS. 



X(t) = Xn sin ot 



(X - L0) 



Z(t) 



Figure 4. Two-degrce-of-freedom analytical 

 model of MCLS for computer use. 



Figure 5. Contractor's analytical model 

 of MCLS. 



