Analytical and numerical results for vibration analysis of multi-stepped and multi-damaged circular arches
By Erasmo Viola, M. Dilena, Francesco Tornabene. 2007
110 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/f1fb20c140a020442a79f74ab6750891038dcee8
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Francesco Tornabene
- Nicholas Fantuzzi
- Erasmo Viola
- M. Bacciocchi
- L. Rossetti
- Gianni Caligiana
- Alfredo Liverani
- Erasmo Carrera
In Control and Systems Engineering
- Nicholas Fantuzzi
- Francesco Tornabene
- M. Bacciocchi
- Erasmo Viola
- L. Rossetti
- E. Ferretti
- Erasmo Carrera
- Gianni Caligiana
In Mechanics of Materials
- Francesco Tornabene
- Nicholas Fantuzzi
- Erasmo Viola
- M. Bacciocchi
- L. Rossetti
- Salvatore Brischetto
- Gianni Caligiana
- Alfredo Liverani
Citations in the corpus
- Free vibration analysis of functionally graded panels and shells of revolution (2009, methodology): “Therefore, this simple and direct procedure can be applied to a large number of cases (Viola and Artioli [2], Artioli et al. [3], Artioli and Viola [4, 5], Tornabene [26], Tornabene and Viola [27–29], Viola and Tornabene [30, 31], Viola et al. [ 32 ], Marzani et al. [33]) to circumvent the difficult”
- Nonconservative stability problems via generalized differential quadrature method (2008, methodology): “It has been proven that for the Lagrange interpolating polynomials, the Chebyshev–Gauss–Lobatto sampling points rule guarantees convergence and efficiency to the GDQ technique [10–14].”
- Static analysis of functionally graded conical shells and panels using the generalized unconstrained third order theory coupled with the stress recovery (2014, methodology): “With the in-plane stress components indirectly derived from the GDQ-solution [54–92] of the fundamental system, the integration of the three dimensional indefinite equilibrium equations is carried out.”
- FREE VIBRATIONS OF FOUR-PARAMETER FUNCTIONALLY GRADED PARABOLIC PANELS AND SHELLS OF REVOLUTION (2009, methodology): “…an efficient application of the differential quadrature approach (Viola and Tornabene, 2005; Tornabene, 2007; Tornabene and Viola, 2007, 2008; Viola et al., 2007; Marzani et al. 2008), by solving the equations of motion governing the free vibration of functionally graded thick parabolic…”
- Free vibration analysis of functionally graded conical, cylindrical shell and annular plate structures with a four-parameter power-law distribution (2009, methodology): “It has been proven that for the Lagrange interpolating polynomials, the Chebyshev–Gauss–Lobatto sampling points rule guarantees convergence and efficiency to the GDQ technique [51,52,54].”
- The strong formulation finite element method: stability and accuracy (2014, background): “The complete review of the present methodology can be found in the previous works by the authors [1-6] and in the book by the authors [7].”