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In the present work, simple method of dynamic mesh in the framework of computational fluid dynamics has been employed.
In this investigation, the flexible multibody dynamics approach is used to extend the traditional method of dynamic modeling of small-size wind turbines.
The method of dynamic penalties is used to satisfy the optimization constraints.
A quantitative analysis method of dynamic characteristics of the IPMSMs, however, has not been clarified fully.
In this paper method of dynamic analysis of structure subjected to passage of high speed trains is proposed.
This paper describes an explicit computational method of dynamic response for the non-viscously damped structure systems.
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I am interested in using mathematical models and methods of dynamic optimization to improve resource allocation.
Quantification methods of dynamic light scattering and zeta potential analysis were done to compare different scenarios.
We confirm the analytical results by numerical computations using numerical methods of dynamic optimization.
The analytical results are confirmed by numerical computations, using numerical methods of dynamic optimisation.
The developed analysis methods of dynamic response for such structure systems are almost limited to the deterministic time-history excitation.
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