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The derivation of the Wei-Norman equation is carried out in two steps. The product term in the right-hand side of (10) is first computed by invoking the LTP function wner
, in which the basis elements
need to be replaced by
,
. Next, the coefficients corresponding to the basis elements
, on both sides of equation (10)-(3) are equated using the LTP function wnde
.
More precisely, the LTP function wner
ought to be invoked with the following parameters:
rhwne:=wner(
,
,
,
, lbdt), where
is the dimension of the basis
,
is the degree of nilpotency, and lbdt is the list of linear dependencies . The resulting expression is:
The function wnde(rhwne,
,
,lbdt) is applied to the above result returning the matrix
(see equation (12)) and the set of equations:
The inversion of
results in the following Wei-Norman equation:
with
,
.
A feasible control
satisfying the inclusion (28) is found as follows. First, (29) is integrated symbolically over
and solved with respect to the extended controls
,
evaluated at
to yield a symbolic expression for the reachable set
, now given as a set of admissible coordinate values
for the original system. Next, a control
is found by solving (28) using standard nonlinear programming techniques; see [26] for details of this calculation. Stabilization is achieved by repetitive solution of (28) as shown by simulation results in Figure 1 which correspond to an initial condition
. These results were obtained using a quadratic Lyapunov function
and piece-wise constant controls
consisting of at most five switching times in any interval of length
.
Figure 1:
Results for the stabilization of the rigid body.
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Next: Example 2: Finite dimensional
Up: Example 1: Stabilization of
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Miguel Attilio Torres-Torriti
2004-05-31