Short span bridges dynamic behaviour account for the vehicle-track-structure-soil dynamic interaction

Boundary conditions – Eulerian formulation 2.2.3 Discrete Finite Element Formulation The discrete form of the equation of motion of dam- foundation domain is obtained by the

It can be seen that, in general, the assumption of a structure that behaves as a rigid body produces unsatisfactory results for all the frequency range, though acceptable results

The present paper aims to the calculation of the impedance functions of soil for a scaled wind turbine structure in a centrifuge model, presenting the characteristics of the scale

From this point of view the catch per unit effort (CPUE) is the result of a relation between the level of biomass of the stock and the catchability coefficient

In fact cancellation linear velocities remain unmodified with the flexibility of the soil this phenomenon is consistent with the works of [8]; iii in the plot, depending on

As a conclusion, three main ideas can be highlighted regarding the dynamic behaviour of the studied girder bridges: i the contribution of the first longitudinal bending mode

The frequency dependence of the soil-foundation stiffness is not relevant, especially for low κ values and long bridges; ii soil-bridge systems with similar κ values show