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Journal of Sound and Vibration 1990 137 2):191 207; Bapat AV, Suryanarayan S. A fictitious foundation approach to vibration analysis of plates with interior point.
The application of this approach, namely the fictitious foundation approach, is demonstrated by considering the free vibration of a simply supported rectangular plate with interior point supports.
The new approach presented in this paper, namely the fictitious foundation approach, for the simulation of interior point supports in plates provides a method for absorbing the discrete discontinuities in the force field, in the interior of the plate, into the governing differential equation and obtaining a continuum representation of the solution in a single domain of the plate.
The fictitious foundation approach for the simulation of intermediate point supports presented in this paper provides a method of absorbing the discrete discontinuities in the force field in the interior of the beam and obtaining a continuum representation in a single domain, namely that of a simply supported beam.
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The plate is assumed to be supported by a fictitious non-uniform Winkler foundation.
In this study, an integral equation method with a fictitious pile model was adopted to analyze the piled raft foundation with dissimilar piles.
To obtain the compliances for the pile foundations, the pile-soil interaction problem is solved by the fictitious pile method first.
Fictitious trades?
(Names are fictitious).
(Names used are fictitious).
They are fictitious.
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