[Author Prev][Author Next][Thread Prev][Thread Next][Author Index][Thread Index]
Re: [ATM] Active damping
> dampening for each truss pole where the vibration modes of each pole are
> known (from FEA modeling). This could limit the number of DSPs needed for
I think: all we need care about on the truss tube vibration is the
fundamental, as higher harmonics go outside the rest-of-the-scope's resonant
frequency. The fundamental vibration on a truss tube is calculated from
length, and stiffness (dia, thickness, material type).
I think: the goal is to use the truss tubes as a dampening device - they are
a major structural element - don't stop at trying to get them to not
resonate, instead, go for the gold and get the truss tubes to absorb the
wind and human energy being dumped into the upper end of the tube assembly
Mel Bartels
_______________________________________________
ATM mailing list http://www.atmlist.net/