Results 21 to 30 of about 5,694 (306)

Finite element reduced order models for nonlinear vibrations of piezoelectric layered beams with applications to NEMS [PDF]

open access: yes, 2012
This article presents a finite element reduced order model for the nonlinear vibrations of piezoelectric layered beams with application to NEMS. In this model, the geometrical nonlinearities are taken into account through a von Kármán nonlinear strain ...
O. Thomas   +5 more
core   +1 more source

Nonlinear hybrid-mode resonant forced oscillations of sagged inclined cables at avoidances [PDF]

open access: yes, 2007
We investigate non-linear forced oscillations of sagged inclined cables under planar 1:1 internal resonance at avoidance. To account for frequency avoidance phenomena and associated hybrid modes actually distinguishing inclined cables from horizontal ...
Rega, Giuseppe   +4 more
core   +1 more source

Multi-frequency vortex-induced vibrations of a long tensioned beam in linear and exponential shear flows [PDF]

open access: yes, 2013
The multi-frequency vortex-induced vibrations of a cylindrical tensioned beam of aspect ratio 200, free to move in the in-line and cross-flow directions within first a linearly and then an exponentially sheared current are investigated by means of direct
Triantafyllou, Michael S.   +2 more
core   +1 more source

Vibration Mode of a Free-Free Column Subjected to Follower Forces

open access: yesJSME international journal. Ser. C, Dynamics, control, robotics, design and manufacturing, 1993
The dynamic instability of a free-free column subjected to a tangential follower force has been investigated. A suspended column, in which one end is supported by a rotational spring and the other end is free and thrusted, is proposed to simulate the dynamic instability phenomena of a portion from the nodal point to the trailing end of an accelerated ...
Higuchi, Ken, Hashimoto, Eiji
openaire   +3 more sources

Effects of Damping and Reynolds Number on Vortex-Induced Vibrations [PDF]

open access: yes, 2007
Vortex-induced vibrations have been studied experimentally with emphasis on damping and Reynolds number effects. Our system was an elastically-mounted rigid circular cylinder, free to oscillate only transverse to the flow direction, with very low ...
Klamo, Joseph Thomas
core   +1 more source

Nonlinear longitudinal/transversal modal interactions in highly extensible suspended cables [PDF]

open access: yes, 2008
Recent research literature mostly deals with nonlinear resonant dynamics of low-extensible cables involving transversal modes. Herein, we aim to investigate geometrically nonlinear longitudinal/transversal modal interactions in highly extensible ...
REGA, GIUSEPPE   +3 more
core   +1 more source

Geometrically nonlinear free and forced vibrations of Euler-Bernoulli multi-span beams

open access: yesMATEC Web of Conferences, 2018
The objective of this paper is to establish the formulation of the problem of nonlinear transverse forced vibrations of uniform multi-span beams, with several intermediate simple supports and general end conditions, including use of translational and ...
Fakhreddine Hatim   +3 more
doaj   +1 more source

Energy Mechanisms of Free Vibrations and Resonance in Elastic Bodies

open access: yesPhysics, 2021
The scientific novelty of this work is determined by the rationale for the participation in transformations, along with the kinetic energy of particles, of four types of elastic energy, identified by the peculiarities of their phase changes in the ...
Yury A. Alyushin
doaj   +1 more source

Multi-mode interactions in vortex-induced vibrations of flexible curved/straight structures with geometric nonlinearities [PDF]

open access: yes, 2010
A general low-order fluid-structure interaction model capable of evaluating the multi-mode interactions in vortex-induced vibrations of flexible curved/straight structures is presented.
Narakorn Srinil, Srinil, N.
core   +1 more source

Energy Radiation from a Multi-Story Building [PDF]

open access: yes, 2004
Damping limits the resonance of vibrating systems and thus higher anelastic damping is generally favored for engineered structures subjected to earthquake motions, because it means that a structure can dissipate a larger percentage of its energy per ...
Favela, Javier
core   +1 more source

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