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The actual surface topography is considered efficiently to build the stiffness model of contact surfaces.
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Instead, the PMSM uses the frequency response function (FRF) data of joint positions between the rotor and the foundation to establish the equivalent mass, damping, and stiffness matrices of the foundation without having to build the physical model.
The fact that the resultant stiffness of the suspension is subjected to the stiffness of each 3-RRR distance compensation linkage raises a particular difficulty to build the model.
These are the parameters necessary to build the model.
We selected the RBF Kernel to build the model.
Wainright built the first model.
J.W. built the structural model.
S.T. and D.J. built the PLC model.
K.S. and E.J.B. built the structural model.
G.Y. and C.Y. built the atomic model.
HW built the simulation model and performed the analysis.
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