Structure carrying moving subsystems with distributed viscoelastic coupling. I: Modeling and dynamics response
DOI10.1007/s00707-022-03329-wzbMath1505.74073OpenAlexW4296493394MaRDI QIDQ2092932
Bingen Yang, Guang Meng, Yegao Qu, Hao Gao
Publication date: 4 November 2022
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-022-03329-w
Runge-Kutta schemeelectromagnetic levitationgeneralized assumed-mode methodTimoshenko beam-moving rigid body model
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Finite difference methods applied to problems in solid mechanics (74S20)
Cites Work
- Dynamic analysis of a functionally graded simply supported Euler-Bernoulli beam subjected to a moving oscillator
- Dynamic behavior of a multispan continuous beam traversed by a moving oscillator
- Out-of-plane responses of a circular curved Timoshenko beam due to a moving load
- Structure carrying moving subsystems with distributed viscoelastic coupling. II: Parametric resonance and stability
- Parametrically excited vibration of a Timoshenko beam on random viscoelastic foundation jected to a harmonic moving load
- Dynamic response of an infinite Timoshenko beam on a nonlinear viscoelastic foundation to a moving load
- On the parametric excitation of a Timoshenko beam due to intermittent passage of moving masses: instability and resonance analysis
- Dynamics of Timoshenko beams on Pasternak foundation under moving load
- Vibration of Continuous Bridges Under Moving Vehicles
- A general algorithm for moving mass problems
- Dynamic stiffness of infinite Timoshenko beam on viscoelastic foundation in moving co-ordinate
- VIBRATION OF MULTI-SPAN NON-UNIFORM BEAMS UNDER MOVING LOADS BY USING MODIFIED BEAM VIBRATION FUNCTIONS
- The Finite Beam With a Moving Load
- Instability of vibrations of a moving two-mass oscillator on a flexibly supported Timoshenko beam
This page was built for publication: Structure carrying moving subsystems with distributed viscoelastic coupling. I: Modeling and dynamics response
