A DIFFERENTIAL QUADRATURE ANALYSIS OF VIBRATION FOR RECTANGULAR STIFFENED PLATES
By H. Zeng, C. Bert. 2001
87 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/5753a427a38b3c66323ac8191b9c190bdb58784e
How researchers see this paper
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In Civil and Structural Engineering
- Lorenzo Dozio
- M. Ricciardi
- Erasmo Carrera
- Salvatore Brischetto
- F. Fazzolari
- G. Kardomateas
- V. Birman
In Control and Systems Engineering
In Mechanics of Materials
- Lorenzo Dozio
- M. Ricciardi
- Erasmo Carrera
- Salvatore Brischetto
- F. Fazzolari
- G. Kardomateas
- V. Birman
Citations in the corpus
- Free vibration analysis of ribbed plates by a combined analytical-numerical method (2009, methodology): “Proposed approaches include the orthotropic [1] and grillage [2] models, the Lagrange multiplier formalism [3], the Rayleigh–Ritz method [4,5], the finite difference method [6], the finite element method [7–9], the differential quadrature method [10], and the meshless method [11].”
- Initial post-buckling of variable-stiffness curved panels (2014, unknown): “We therefore extend the definition of f into a second dimension by writing it as f ¼ ½f 11…f 1M f 21…f 2M … f N1…f NM T ð19Þ where it now has dimensions ðNM 1Þ (Zeng and Bert, 2001).”