Response of beams resting on viscoelastically damped foundation to moving oscillators
From MaRDI portal
Publication:996596
DOI10.1016/j.ijsolstr.2006.06.013zbMath1127.74018OpenAlexW2002315064MaRDI QIDQ996596
Giuseppe Muscolino, Alessandro Palmeri
Publication date: 24 September 2007
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: http://hdl.handle.net/10454/604
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Linear constitutive equations for materials with memory (74D05)
Related Items (15)
Optimal vibration control of beams subjected to a mass moving at constant speed ⋮ An evolutionary search technique to determine natural frequencies and mode shapes of composite Timoshenko beams ⋮ A study on a coupled model of a SDOF oscillator moving along an Euler beam on a viscoelastic half-space with variable speed ⋮ Stability and vibrations of an overcritical speed moving multiple discrete oscillators along an infinite continuous structure ⋮ Invariant subspace reduction for linear dynamic analysis of finite-dimensional viscoelastic structures ⋮ Absolute versus relative formulations of the moving oscillator problem ⋮ Geometrically nonlinear vibrations of beams supported by a nonlinear elastic foundation with variable discontinuity ⋮ Instability of an oscillator moving along a Timoshenko beam on viscoelastic foundation ⋮ Modelling vibrations caused by tram movement on slab track line ⋮ A procedure for the evaluation of vibrations induced by the passing of a train and its application to real railway traffic ⋮ Finite element dynamic analysis of beams on nonlinear elastic foundations under a moving oscillator ⋮ Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications ⋮ Dynamic analysis of beams on viscoelastic foundation ⋮ Modeling the linear dynamics of continuous viscoelastic systems on their infinite-dimensional central subspace ⋮ A wave number based approach for the evaluation of the Green's function of a one-dimensional railway track model
This page was built for publication: Response of beams resting on viscoelastically damped foundation to moving oscillators
