Kevin,

You are correct, you should include the force, sin(b*t), in the force list.
Then KanesMethod, for example will give you:

Mx' = f(x, t)

The force, sin(b*t), will be explicitly in the f(x, t) portion. You can
then think of it as:

Mx' = f_(x) + u(t)

where u(t) = sin(b * t)

Then when you want to integrate the equations you must make sure that t is
available for the ode right hand side.

def rhs(x, t, ...)

return solve(M, f_(x) + u(t))

Something like that. If you show a more complete piece of code that I can
run, then I can give you more specific advice.


Jason
moorepants.info
+01 530-601-9791


On Tue, Apr 22, 2014 at 4:11 AM, Kevin Bockstael
<[email protected]>wrote:

>
> Hi
>
> I would like to include a periodic external force into a multiple mass
> damper-system. My first thought was to include it in the forcelist (using
> KanesMethod)
> which would then become something like in the code below. (where b is the
> frequency of the periodic force)
> This however, returns an error whenever i want to integrate the dynamical
> equations.
> Does anyone know how to include the external force f(t) = sin(b*t), so i
> can integrate the dynamical equations?
>
> Thanks
>
> q1,u1,q2,u2 = dynamicsymbols('q1 u1 q2 u2')
> q1d, q2d = dynamicsymbols('q1 q2',1)
> m1,c1,k1, m2,c2,k2, g,t,b = symbols('m1 c1 k1 m2 c2 k2 g t b')
> N = ReferenceFrame('N')
> O=Point('O')
> O.set_vel(N,0)
> P = Point('P')
> P.set_vel(N,-u1*N.y)
> Q=Point('Q')
> Q.set_vel(N,-(u2+u1)*N.y)
> kd=[q1d-u1,q2d-u2]
> FL =
> [(P,(2*k1*q1-k1*q2+c1*u1)*N.y),(Q,((k1+k2)*q2-k1*q1+c2*u2+sin(b*t))*N.y)]
>
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