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This method is well suited to analyze inter-area oscillation due to its ability to extract the mode shapes, the oscillation frequencies, and their damping identified from multiple dynamic responses, such as generator speed and active power oscillating signals.
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This study examines multiple computational techniques to analyze dynamic responses of composite structures subject to Fluid Structure Interaction (FSI).
The dynamic responses of multiple ESBCs for voltage suppression are shown in Fig. 11.
The dynamic responses of multiple ESBCs and the critical bus voltage profile after the generation loss are shown in Fig. 10.
In this paper, we begin by analyzing building dynamics and use singular perturbation arguments to provide a theoretical justification for the empirically acknowledged multiple time scale dynamic response of buildings.
The second analysis is to determine the maximum dynamic responses of a multiple dof pinned pinned beam, respectively, attached by the last two kinds of absorbers and subjected to a moving concentrated load.
Applying a nonlinear FEM/DAA coupling procedure, which addresses the effects of transient dynamic, geometrical nonlinear, elastoplastic material behavior and the fluid structure interaction, this investigation examines the transient dynamic responses of a multiple intersecting spheres (MIS) deep-submerged pressure hull subjected to underwater explosion.
The frequency components contained in the dynamic responses are related to multiples of the supply frequency and the rotating frequency.
In this paper, a direct time integration method is proposed to solve the dynamic responses of structural systems involving multiple nonviscous damping models.
High integer multiples of rotating frequency are found when amplitudes of dynamic responses increase.
The dynamic responses of railway bridges under moving trains composed of multiple vehicles are calculated by a train bridge dynamic interaction analysis.
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