THREE-DIMENSIONAL FREE VIBRATION ANALYSIS OF THICK FUNCTIONALLY GRADED PLATES ON ELASTIC FOUNDATIONS
By Parviz Malekzadeh. 2009
185 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/ad3430e879b0c5833a24564d1f67e968bd2dc80c
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
- S. A. Sheikholeslami
- Y. Heydarpour
- Ali Reza Saidi
- Mohammad Talha
- A. H. Baferani
- A. Jodaei
- Soroush Irandoust
- B. N. Singh
Citations in the corpus
- Accurate solution for free vibration analysis of functionally graded thick rectangular plates resting on elastic foundation (2011, methodology): “By using the DQM, Malekzadeh [8] investigated free vibration analysis of thick FG rectangular plates on elastic foundations based on three-dimensional theory of elasticity.”
- Exact elasticity solution for natural frequencies of functionally graded simply-supported structures (2013, methodology): “A semi-analytical approach composed of differential quadrature method (DQM) and series solution was adopted in Malekzadeh (2009) to solve the equations of motions for the free vibration analysis of thick FGM plates supported on two-parameter elastic foundation.”
- Buckling analysis of functionally graded arbitrary straight-sided quadrilateral plates on elastic foundations (2011, methodology): “Hence, the differential quadrature method as an efficient and accurate numerical tool [3, 8, 12, 20, 22] is employed to solve this system of equations.”
- Three-dimensional free vibration analysis of functionally graded piezoelectric annular plates on elastic foundations (2011, methodology): “Malekzadeh [31] used differential quadrature method for threedimensional free vibration analysis of thick functionally graded plates on elastic foundations.”
- Static response and free vibration analysis of FGM plates using higher order shear deformation theory (2010, background): “Malekzadeh [8] presented the free vibration analysis of thick FGM plates supported on twoparameter elastic foundation.”