Add to ORKGThe governing equations are solved by the combination of Fourier transform and residue theory. The influence of the beam parameters on the dynamic response is discussed. It is shown that two cut-off frequencies and two critical velocities exist in this double-beam system. The rail has consistently higher displacement response than the slab. Load frequencies have great influence on the both beams. The Doppler Effect is significantly obvious as the load velocity exceeds critical velocities.</p
This study focuses on dynamic behaviors of simply supported beams, especially, vertical displacement...
In this paper, a method of analysis of a beam that is continuously supported on a linear nonhomogene...
The response of a simply-supported beam on elastic foundation to repeated moving concentrated loads ...
The governing equations are solved by the combination of Fourier transform and residue theory. The i...
The dynamic response of a simply supported double-beam system under moving loads was studied. First,...
Based on Euler–Bernoulli beam theory, first, partial differential equations were established for the...
For many studies concerning foundation, such as rails and pavements, the mechanism for energy dissip...
This paper deals with the dynamic behavior of a double-beam system traversed by a uniform partially ...
For many studies concerning foundation, such as rails and pavements, the mechanism for energy dissip...
The dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads is analysed. The non...
As a main background practical context of the present numerical investigation, the appropriate descr...
Dynamics of the double-beam system under moving loads have been paid much attention due to its wide ...
In previous papers, the problem of double-beam system resting on viscoelastic foundation was solved ...
The dynamic response of a homogeneous elastic simply-supported beam subjected to a load system movin...
In this paper, transverse response of a double beam system traversed by a concentrated moving mass i...
This study focuses on dynamic behaviors of simply supported beams, especially, vertical displacement...
In this paper, a method of analysis of a beam that is continuously supported on a linear nonhomogene...
The response of a simply-supported beam on elastic foundation to repeated moving concentrated loads ...
The governing equations are solved by the combination of Fourier transform and residue theory. The i...
The dynamic response of a simply supported double-beam system under moving loads was studied. First,...
Based on Euler–Bernoulli beam theory, first, partial differential equations were established for the...
For many studies concerning foundation, such as rails and pavements, the mechanism for energy dissip...
This paper deals with the dynamic behavior of a double-beam system traversed by a uniform partially ...
For many studies concerning foundation, such as rails and pavements, the mechanism for energy dissip...
The dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads is analysed. The non...
As a main background practical context of the present numerical investigation, the appropriate descr...
Dynamics of the double-beam system under moving loads have been paid much attention due to its wide ...
In previous papers, the problem of double-beam system resting on viscoelastic foundation was solved ...
The dynamic response of a homogeneous elastic simply-supported beam subjected to a load system movin...
In this paper, transverse response of a double beam system traversed by a concentrated moving mass i...
This study focuses on dynamic behaviors of simply supported beams, especially, vertical displacement...
In this paper, a method of analysis of a beam that is continuously supported on a linear nonhomogene...
The response of a simply-supported beam on elastic foundation to repeated moving concentrated loads ...