In this paper, the dynamic response of an Euler-Bernoulli beam with general boundary conditions (BCs) and subject to a moving oscillator is examined. Notably, novel approximate closed-form expressions are determined for the vertical responses of both the beam and the moving oscillator, specifically considering the effect of damping in these systems, commonly omitted in standard approaches in the literature. In this regard, a modal superposition procedure is adopted and combined with an appropriate expansion-based approach of the dynamic response of the system, which naturally arises considering the oscillator-beam mass ratio to be reasonably small. Further, general boundary conditions are treated exploiting the use of a suitable set of orth...
In this paper, a new beam shape function configuration method for determining transient responses of...
An Euler-Bernoulli beam and a concentrated mass on this beam are considered as a beam-mass system. T...
This paper investigates the dynamics behaviour of non-uniform Bernoulli-Euler beams subjected to con...
The dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads is analysed. The non...
The dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads is analysed. The non...
© 2016 Elsevier Ltd In this paper, an analytical solution for evaluating the dynamic behaviour of a ...
Abstract. This paper presents the linear dynamic response of uniform beams with dierent boundary con...
The closed-form analytical solution is obtained for the dynamic response of the infinite Bernoulli-E...
Several special topics relating to the transient flexural vibrations of a uniform beam predicted by ...
In this paper, a novel analytically method for analyzing the dynamic behavior of beams, under differ...
In this paper, a novel analytically method for analyzing the dynamic behavior of beams, under differ...
In this investigation, the problem of the response of beams subjected to a moving mass has been stud...
In this paper, a novel analytically method for analyzing the dynamic behavior of beams, under differ...
Sem PDF conforme despacho.In this paper a semi-analytical solution for transverse vibrations induced...
Sem PDF conforme despacho.In this paper a semi-analytical solution for transverse vibrations induced...
In this paper, a new beam shape function configuration method for determining transient responses of...
An Euler-Bernoulli beam and a concentrated mass on this beam are considered as a beam-mass system. T...
This paper investigates the dynamics behaviour of non-uniform Bernoulli-Euler beams subjected to con...
The dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads is analysed. The non...
The dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads is analysed. The non...
© 2016 Elsevier Ltd In this paper, an analytical solution for evaluating the dynamic behaviour of a ...
Abstract. This paper presents the linear dynamic response of uniform beams with dierent boundary con...
The closed-form analytical solution is obtained for the dynamic response of the infinite Bernoulli-E...
Several special topics relating to the transient flexural vibrations of a uniform beam predicted by ...
In this paper, a novel analytically method for analyzing the dynamic behavior of beams, under differ...
In this paper, a novel analytically method for analyzing the dynamic behavior of beams, under differ...
In this investigation, the problem of the response of beams subjected to a moving mass has been stud...
In this paper, a novel analytically method for analyzing the dynamic behavior of beams, under differ...
Sem PDF conforme despacho.In this paper a semi-analytical solution for transverse vibrations induced...
Sem PDF conforme despacho.In this paper a semi-analytical solution for transverse vibrations induced...
In this paper, a new beam shape function configuration method for determining transient responses of...
An Euler-Bernoulli beam and a concentrated mass on this beam are considered as a beam-mass system. T...
This paper investigates the dynamics behaviour of non-uniform Bernoulli-Euler beams subjected to con...