May 6, 2002 #1 hechengli Mechanical Joined Apr 16, 2002 Messages 17 Location US for a state space model of a structure, say, a cantilever beam. xdot=Ax+Bu y=Cx+Du how to deal with the situation if the force u, maybe a moment, is not in the same direction of displacement x any ideas, suggestions, Thanks!
for a state space model of a structure, say, a cantilever beam. xdot=Ax+Bu y=Cx+Du how to deal with the situation if the force u, maybe a moment, is not in the same direction of displacement x any ideas, suggestions, Thanks!