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The method requires only two parameters, alpha and T.
The method requires only nodal coordinates as initial input data.
The second identification method requires only the finite element model of the substructure.
The new method requires only voltages and currents from one end of parallel lines.
The method requires only minimal conceptual bases for application and moderate computational effort.
The proposed method requires only standard, routinely measured parameters as inputs.
The solution method requires only minor modifications to similar algorithms designed for forward motion calculations.
The proposed method requires only the measurements of natural frequencies and modal damping factors.
The resulting method requires only a single high-fidelity simulation per iteration of the design process.
This method requires only a planar material surface to perform cyclic force-controlled hardness indentation tests.
This method requires only that the two arms of the beam maintain the same lengths during the weighing.
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