Parametric analyses are performed to investigate the influence of the moving load parameters on the so-called critical velocities, leading to large displacements, possibly harmful for the structural system.
The influence, on the moving load identification, of practical aspects such as measurement noise, sampling frequency, a small number of measured response modes, a small number of measuring points, road surface roughness and non-uniform velocity or braking of vehicle is studied in simulations and experiment.
The influence of the moving load between two sequence nodes was calculated at ten time steps, and applied on those two nodes.
The influence of anchor stiffness, moving load and moving velocity on SFT tube can be learned about by analyzing the simulation results.
As the displacement response of beam structure caused by quasi-static moving load is in close proximity to displacement influence line (DIL), this paper investigates the correspondence between damage parameters and several DIL related features systematically.
The influence of the layer damping and moving load speed on the level of vibrations at the surface is analysed and analytical closed form solutions in the integral form for the displacement amplitude and the amplitude spectra are derived.
The influence of speed and magnitude of the moving load on the displacement and strain responses of the beam is discussed.
Finally, the influences of temperature rise, material graded index, moving load velocity, elastic foundation parameters and boundary conditions on the dynamic behavior of FG plates in thermal environment and subjected to moving load is presented.
In this study, the influences of material distribution, velocity of the moving load and excitation frequency on the dynamic response of the beam are investigated.
For example, in case of viscous only superstructure the (20) shows that this deformed is unsymmetrical with respect to the position of the load, being influenced by the direction of movement of the moving load.
