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In this paper, a procedure for vibration analysis of plates with openings and arbitrary edge constraints is presented.
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Design guidelines outline procedures for vibration serviceability checks, but it is noticeable that they rely on the assumption that the action is deterministic, although in fact it is stochastic as different pedestrians generate different dynamic forces.
A general investigation procedure for the vibration serviceability of pedestrian bridges is accomplished by comparing the dynamic response of structures to vibration effects on serviceability limiting states.
A systematic non-probabilistic reliability analysis procedure for structural vibration active control system with unknown-but-bounded parameters is proposed.
The presented solution represents an extension of a procedure for natural vibration analysis of rectangular plates without openings, which has been recently presented in the literature.
The experimental procedure for acquiring vibration data and extracting features in both the time and frequency domains to train and test the neural network models is detailed.
A new exact closed-form procedure for free vibration analysis of moderately thick spherical shell panel is presented based on the first-order shear deformation theory.
A unified accurate solution procedure for free vibration analysis of arbitrary functionally graded spherical shell segments with general end restraints is presented.
Ghayesh et al. [7] considered a general solution procedure for the vibrations of systems with cubic nonlinearities subjected to nonlinear and time-dependent boundary conditions.
In this paper, an analytical procedure for free vibrations of shear-deformable two-layer beams with interlayer slip is developed.
The subject of this paper is the development of a general solution procedure for the vibrations (primary resonance and nonlinear natural frequency) of systems with cubic nonlinearities, subjected to nonlinear and time-dependent internal boundary conditions this is a commonly occurring situation in the vibration analysis of continuous systems with intermediate elements.
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