Add to ORKGThe response of a simply-supported beam on elastic foundation to repeated moving concentrated loads is obtained by means of the Fourier sine transformation. The cases of the response of the beam to loads of different and equal magnitude are studied. Numerical examples are given in order to determine the effects of various parameters on the response of the beam
The influence of foundation and axial force on the vibration of a simply supported thin (Bernoulli E...
In this paper, dynamic response of an infinitely long beam resting on a foundation of finite depth, ...
The purpose of this study is to investigate the response of an elastic beam on a Winkler foundation ...
The problem of a beam resting on elastic foundation often occurs in the analysis of building, geotec...
The dynamic response of a simply supported double-beam system under moving loads was studied. First,...
The response of a Bernoulli-Euler beam supported, by an elastic foundation with mass and subjected t...
International audienceThe influence of a nonlinear foundation on the dynamics of a periodically supp...
The governing equations are solved by the combination of Fourier transform and residue theory. The i...
In this paper, a method of analysis of a beam that is continuously supported on a linear nonhomogene...
In this study, the response of two homogeneous parallel beams with two-parameter Pasternak elastic f...
The effects of calculated and arbitrary values of rotary inertia correction factor (r0) on the dynam...
International audienceIn this paper the dynamics of railway tracks on non-uniform viscoelastic found...
The dynamic response of a homogeneous elastic simply-supported beam subjected to a load system movin...
An analysis is made of the problem of vibrations of a beam on elastic foundation, when the beam is u...
Dynamic response of Euler-Bernoulli beam subjected to concentrated moving load was investigated in t...
The influence of foundation and axial force on the vibration of a simply supported thin (Bernoulli E...
In this paper, dynamic response of an infinitely long beam resting on a foundation of finite depth, ...
The purpose of this study is to investigate the response of an elastic beam on a Winkler foundation ...
The problem of a beam resting on elastic foundation often occurs in the analysis of building, geotec...
The dynamic response of a simply supported double-beam system under moving loads was studied. First,...
The response of a Bernoulli-Euler beam supported, by an elastic foundation with mass and subjected t...
International audienceThe influence of a nonlinear foundation on the dynamics of a periodically supp...
The governing equations are solved by the combination of Fourier transform and residue theory. The i...
In this paper, a method of analysis of a beam that is continuously supported on a linear nonhomogene...
In this study, the response of two homogeneous parallel beams with two-parameter Pasternak elastic f...
The effects of calculated and arbitrary values of rotary inertia correction factor (r0) on the dynam...
International audienceIn this paper the dynamics of railway tracks on non-uniform viscoelastic found...
The dynamic response of a homogeneous elastic simply-supported beam subjected to a load system movin...
An analysis is made of the problem of vibrations of a beam on elastic foundation, when the beam is u...
Dynamic response of Euler-Bernoulli beam subjected to concentrated moving load was investigated in t...
The influence of foundation and axial force on the vibration of a simply supported thin (Bernoulli E...
In this paper, dynamic response of an infinitely long beam resting on a foundation of finite depth, ...
The purpose of this study is to investigate the response of an elastic beam on a Winkler foundation ...