In-plane vibration of laminated curved beams with variable curvature by dynamic stiffness analysis
By Y. Tseng, Chiung-shiann Huang, M. Kao. 2000
82 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/25d432ed130bc1088d927f1ed43aa546fd0a7241
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
- Erasmo Carrera
- Salvatore Brischetto
- M. Bacciocchi
- Wei-qiu Chen
- L. Rossetti
In Control and Systems Engineering
- Nicholas Fantuzzi
- Francesco Tornabene
- Erasmo Viola
- Erasmo Carrera
- M. Bacciocchi
- Wei-qiu Chen
- C. Lv
- Z. Bian
In Mechanics of Materials
- Francesco Tornabene
- Nicholas Fantuzzi
- Erasmo Viola
- Erasmo Carrera
- Salvatore Brischetto
- M. Bacciocchi
- Wei-qiu Chen
- J. Reddy
Citations in the corpus
- Isogeometric vibration analysis of free-form Timoshenko curved beams (2015, unknown): “[4, 5] and Huang et al.”
- Elasticity solution for free vibration of laminated beams (2003, methodology): “[16] applied the stiffness analysis method involving shear deformation and rotation inertia to determine the natural frequencies of laminated beams with arbitrary curvatures.”
- Static analysis of doubly-curved anisotropic shells and panels using CUF approach, differential geometry and differential quadrature method (2014, background): “In general every sth order thickness function Fs(f), which is also called shear function [66,81,86,94,99–142], can assume various expressions.”