Nonconservative stability problems via generalized differential quadrature method
By Alessandro Marzani, Francesco Tornabene, Erasmo Viola. 2008
85 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/a59547dc57d0eb4a1310ea076eba0779bd88f4bb
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
- L. Rossetti
- M. Bacciocchi
- Gianni Caligiana
- Alfredo Liverani
- Erasmo Carrera
In Mechanics of Materials
- Francesco Tornabene
- Nicholas Fantuzzi
- Erasmo Viola
- L. Rossetti
- M. Bacciocchi
- Gianni Caligiana
- Alfredo Liverani
- Salvatore Brischetto
Citations in the corpus
- Critical Flow Speeds of Pipes Conveying Fluid Using the Generalized Differential Quadrature Method (2010, background): “The first three authors demonstrated this approach to be powerful for solution of linear dynamic selfadjoint boundary value problems [18,20-22], as well as non-self-adjoint boundary value problems [11].”
- Strong formulation finite element method for arbitrarily shaped laminated plates - Part I. Theoretical analysis (2014, background): “It is possible to find other applications with different grid in literature (Marzani et al. 2008 and Viola et al. 2007, 2012, 2013a, b, c).”
- GDQFEM Numerical Simulations of Continuous Mediawith Cracks and Discontinuities (2013, methodology): “The numerical integration upon each element is performed through GDQ [Marzani, Tornabene, and Viola (2008); Tornabene and Ceruti (2013a,b)].”
- FREE VIBRATIONS OF FOUR-PARAMETER FUNCTIONALLY GRADED PARABOLIC PANELS AND SHELLS OF REVOLUTION (2009, background): “…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 panels and shells of…”
- Four-parameter functionally graded cracked plates of arbitrary shape: A GDQFEM solution for free vibrations (2016, unknown): “It appears from several papers in the literature that this numerical approach has been widely used in the past [24–39].”
- Free vibration analysis of functionally graded panels and shells of revolution (2009, background): “[33]) to circumvent the difficulties of programming complex algorithms for the computer, as well as the excessive use of storage and computer time.”