The following examples will prove the validity of this conclusion also for statically indeterminate trusses.
Simulation studies for both set-point changes and disturbance rejection on various numerical examples are performed to prove the validity of the suggested performance benchmark.
Furthermore, numerical examples and illustrations are presented to prove the validity of the suggested method.
A numerical example is given in order to prove the validity of the present study and also to discuss the importance of the completeness of the eigenfunction expansion solutions.
Numerical examples, based on actually measured road profiles, are presented to prove the validity of the proposed approach and its suitability for the problem at hand.
The TEM results prove the validity of the model.
Taking the fixed-base index as an example, an empirical case for Ningbo road freight index is analyzed, and the corresponding results prove the validity of the proposed models.
The test results prove the validity of the evaluation model.
Example designs and numerical simulations of an earthquake-excited three-story building are performed to prove the validity of the proposed control strategy.
The experimental results prove the validity of the equation.
Finally, the simulations prove the validity of the analysis.
