𝔖 Bobbio Scriptorium
✦   LIBER   ✦

GROUND VIBRATIONS DUE TO A RECTANGULAR HARMONIC LOAD

✍ Scribed by D.V. Jones; D. Le Houedec; M. Petyt


Publisher
Elsevier Science
Year
1998
Tongue
English
Weight
513 KB
Volume
212
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

✦ Synopsis


The transmission of vibrations in the vicinity of a rectangular harmonic vertical load, acting on a damped elastic layer overlying a damped elastic half-space of different material, is investigated theoretically, by using a semi-analytical approach. The solution involves a double Fourier transform with respect to two of the space variables of Navier's elastodynamic equations. The inverse double Fourier transform is achieved with the FFT algorithm. Results presented include transformed displacements in the wavenumber domain, actual displacements in the near field of the load, and the direct receptance at the load. Comparisons are made with results for a half-space and a layer over a rigid foundation, and with some experimental results.


πŸ“œ SIMILAR VOLUMES


Ground vibration in the vicinity of a mo
✍ D.V. Jones; D. Le Houedec; A.T. Peplow; M. Petyt πŸ“‚ Article πŸ“… 1998 πŸ› Elsevier Science 🌐 English βš– 627 KB

The transmission of vibrations over the surface of the ground, due to a moving, vertical harmonic rectangular load, is investigated theoretically. The interior of the ground is modelled as an elastic half-space. The transformed solutions are obtained using the double Fourier transform. Numerical re

Forced vibrations of rectangular plates
✍ R.E Rossi; R.H GutiΓ©rrez; P.A.A Laura πŸ“‚ Article πŸ“… 2001 πŸ› Elsevier Science 🌐 English βš– 59 KB

Quite frequently naval and ocean structural designers confront the problem of a plate or slab which supports a motor or engine which excites, dynamically, the structural element. Very often the excitation is treated as a concentrated force but, obviously, it acts over a finite area. The present stud

VIBRATION OF BEAMS WITH GENERAL BOUNDARY
✍ M. ABU-HILAL; M. MOHSEN πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 230 KB

Vibrational behavior of elastic homogeneous isotropic beams with general boundary conditions due to a moving harmonic force is analyzed. The analysis duly considers beams with four di!erent boundary conditions; these include pinned}pinned, "xed}"xed, pinned}"xed, and "xed}free. The response of beams

GROUND VIBRATION GENERATED BY A HARMONIC
✍ X. SHENG; C.J.C. JONES; M. PETYT πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 531 KB

A calculation method has been produced for the propagation of vibration in the ground from a stationary oscillating load applied via a railway track structure. The model includes the track as an in"nite layered beam structure resting on a ground made up of in"nite parallel homogeneous elastic layers

Ground Vibration in the Vicinity of a Re
✍ D.V. Jones; M. Petyt πŸ“‚ Article πŸ“… 1993 πŸ› Elsevier Science 🌐 English βš– 614 KB

The transmission of vibrations in the near field of the surface of the ground, due to an harmonic load acting on a rectangle, is investigated theoretically. The interior of the ground is modelled as an elastic half-space. The solution is obtained by using the double Fourier transform, with numerical