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This paper deals with the linear dynamic response of a simply supported elastic single-span beam subjected to a moving load of constant magnitude and variable velocity.
The steady-state response to a moving harmonic load and the response to a moving load of constant amplitude were obtained using a double Fourier transform.
This paper deals with the linear dynamic response of a simply supported uniform beam under a moving load of constant magnitude and velocity by including the effect of its mass.
Using a series solution for the dynamic deflection in terms of normal modes the individual and coupling effect of the mass of the moving load, of its velocity and of other parameters is fully assessed.
This paper investigates the dynamic response to a time-harmonic oscillating moving load of a system comprising a covering layer and half-plane, within the scope of the piecewise-homogeneous body model utilizing of the exact equations of the linear theory of elastodynamics.
This paper investigates the dynamic response to a moving load of a system comprising an initially stressed covering layer and initially stressed half-plane, within the scope of the piecewise-homogeneous body model utilizing three-dimensional linearized wave propagation theory in the initially stressed body.
Similar(54)
The departing point is the theoretical formulation of the critical speed problem of a moving load on the surface of an elastic solid.
Moreover, effects of material properties of the FG beam and inertia of the moving load on the dynamic behavior of the system are investigated and analyzed.
In a numerical example for a simply supported square plate under two different loading paths, the effect of the mass velocity and mass weight of the moving load on the dynamic behavior of the uncontrolled system is investigated.
The influences of temperature, geometric nonlinearity, material parameters and velocity of the moving load on the dynamic responses of fiber-metal laminated beams are investigated.
The train is modelled as a sequence of moving loads of constant intervals.
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