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9.4. EXAMPLES 229<br />

5- Very strictly-passive <strong>Sy</strong>stems: The system V) is said to be very strictly passive<br />

if it is dissipative with respect to Q = -eI, R = -bI, and S = I. In this case,<br />

substituting these values in (9.10), we obtain<br />

or<br />

-E(y,Y)T - b(u, U)T + (y, U)T > -O(x1) - O(xo) > -O(x0)<br />

rT<br />

J U T y dt = (U, Y)T ? CU, U)T + E(y, Y)T + 13-<br />

0<br />

The following lemma states a useful results, which is a direct consequence of these<br />

definitions.<br />

Lemma 9.2 If -0 is strictly output passive, then it has a finite L2 gain.<br />

Proof: The proof is left as an exercise (Exercise 9.2).<br />

9.4 Examples<br />

9.4.1 Mass-Spring <strong>Sy</strong>stem with Friction<br />

Consider the mass-spring system moving on a horizontal surface, shown in Figure 9.2.<br />

Assuming for simplicity that the friction between the mass and the surphase is negligible,<br />

we obtain the following equation of the motion:<br />

ml+0±+kx= f<br />

where m represents the mass, k is the spring constant, p, the viscous friction force associated<br />

with the spring, and f is an external force. Defining state variables x1 = x, and ±1 = x2,<br />

and assuming that the desired output variable is the velocity vector, x2, we obtain the<br />

following state space realization:<br />

1 = X2<br />

2 = -mx1 - P- x2 + 1<br />

= X2<br />

Y<br />

To study the dissipative properties of this system, we proceed to find the total energy stored<br />

in the system at any given time. We have<br />

E = 1kx2 + 21<br />

mx2<br />

I 0

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