VIBRATION OF MINDLIN PLATES SYMMETRICALLY COLUMN-SUPPORTED AT 4 POINTS

Date

1993-09-17

Author

AKSU, G

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This paper deals with the free vibration characteristics of Mindlin plates that are symmetrically column-supported at four points. The finite difference technique, based on the energy approach, is used. The first lowest four natural frequency parameters are determined for various values of the finite area of the column supports. Detailed results are given for various values of relative thickness ratio and the effects of transverse shear deformation and rotary inertia are examined.

Subject Keywords

Mechanical Engineering, Modelling and Simulation, General Materials Science, Civil and Structural Engineering, Computer Science Applications

URI

https://hdl.handle.net/11511/63982

Journal

COMPUTERS & STRUCTURES

DOI

https://doi.org/10.1016/0045-7949(93)90449-n

Collections

Department of Mechanical Engineering, Article

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Citation Formats

G. AKSU, “VIBRATION OF MINDLIN PLATES SYMMETRICALLY COLUMN-SUPPORTED AT 4 POINTS,” COMPUTERS & STRUCTURES, pp. 1163–1166, 1993, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/63982.