The paper deals with the application of the continuous dynamic absorbers in vibration reduction problems in beams. The Euler-Bernoulli beam of variable cross-section is subjected to the concentrated and distributed harmonic excitation forces. The beam is equipped with a system of the continuous vibration absorbers. The problem of the forced vibration is solved employing the Galerkin’s method and Lagrange’s equations of the second kind. Performing time-Laplace transformation the amplitudes of displacement may be written in the frequency domain, similarly the time-averaged kinetic energy of any part of the beam. The results of some local and global vibration control optimization problems concerning the placement and parameters of the continuo...
Abstract: One drawback of the traditional dynamic vibration absorber is that it can only absorb the ...
A double-ended cantilever beam as a distributed parameter dynamic vibration absorber has been applie...
Vibration suppression in simply supported beams traversed by constant moving loads is explored using...
The paper discusses the problem of vibration of an Euler-Bernoulli beam with translational and rotat...
The paper discusses the problem of vibration of an Euler-Bernoulli beam with translational and rotat...
The paper deals with forced vibration of Euler-Bernoulli beam with variable cross-section equipped w...
The paper discusses the problem of vibration of an Euler-Bernoulli beam with translational and rotat...
The paper discusses the problem of vibration of an Euler-Bernoulli beam with translational and rotat...
The paper deals with vibration of the beam with a system of the translational-rotational dynamic vib...
The present work is focused on the analysis of the effectiveness of dynamic vibrationabsorbers appli...
The present work is focused on the analysis of the effectiveness of dynamic vibrationabsorbers appli...
The present work studies the performance of linear and nonlinear dynamic vibration absorbers mounted...
Beam-type structures have wide applications, for example civil or mechanical engineering. A simply s...
The theory and applications of the classical discrete dynamic vibration absorber are well known. Thi...
One drawback of the traditional dynamic vibration absorber is that it can only absorb the vibration ...
Abstract: One drawback of the traditional dynamic vibration absorber is that it can only absorb the ...
A double-ended cantilever beam as a distributed parameter dynamic vibration absorber has been applie...
Vibration suppression in simply supported beams traversed by constant moving loads is explored using...
The paper discusses the problem of vibration of an Euler-Bernoulli beam with translational and rotat...
The paper discusses the problem of vibration of an Euler-Bernoulli beam with translational and rotat...
The paper deals with forced vibration of Euler-Bernoulli beam with variable cross-section equipped w...
The paper discusses the problem of vibration of an Euler-Bernoulli beam with translational and rotat...
The paper discusses the problem of vibration of an Euler-Bernoulli beam with translational and rotat...
The paper deals with vibration of the beam with a system of the translational-rotational dynamic vib...
The present work is focused on the analysis of the effectiveness of dynamic vibrationabsorbers appli...
The present work is focused on the analysis of the effectiveness of dynamic vibrationabsorbers appli...
The present work studies the performance of linear and nonlinear dynamic vibration absorbers mounted...
Beam-type structures have wide applications, for example civil or mechanical engineering. A simply s...
The theory and applications of the classical discrete dynamic vibration absorber are well known. Thi...
One drawback of the traditional dynamic vibration absorber is that it can only absorb the vibration ...
Abstract: One drawback of the traditional dynamic vibration absorber is that it can only absorb the ...
A double-ended cantilever beam as a distributed parameter dynamic vibration absorber has been applie...
Vibration suppression in simply supported beams traversed by constant moving loads is explored using...