๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

The Free Vibration of Systems With Proportional or Light Damping

โœ Scribed by A. Craggs


Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
281 KB
Volume
170
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Free Vibration Analysis Of Linear Vibrat
โœ Q.K. Liu; J.E. Sneckenberger ๐Ÿ“‚ Article ๐Ÿ“… 1994 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 329 KB

The "deficient" system that exists when the geometric multiplicity of an eigenvalue of a linear vibrating system is less than its algebraic multiplicity is defined and constructed. A complex mode theory is developed for the deficient system. The normal complex modes and generalized complex modes are

On The Free Flexural Vibration Of Rectan
โœ P.G. Young; S.M. Dickinson ๐Ÿ“‚ Article ๐Ÿ“… 1993 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 439 KB

The Rayleigh-Ritz method is used, with simple polynomials as admissible functions, to obtain the eigenvalue equation for the free vibration of a rectangular plate which has an internal line support lying along a line describable in terms of a general polynomial. Numerical and graphical results are p

AN INVERSE NON-LINEAR FORCE VIBRATION PR
โœ C.-H. HUANG ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 316 KB

An inverse non-linear force vibration problem based on the iterative regularization method, i.e., the conjugate gradient method (CGM), is used to estimate the unknown time-dependent external forces in a damped system having time-dependent system parameters by using the measured system displacement.

FREE VIBRATION ANALYSIS OF SANDWICH BEAM
โœ T. Sakiyama; H. Matsuda; C. Morita ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 427 KB

A method of analysis of the free vibration of a three-layer sandwich beam with an elastic or viscoelastic core and arbitrary boundary conditions is presented. The characteristic equation of the free vibration is derived by applying the Green function which is obtained as a discrete solution of diffe

FREE VIBRATION ANALYSIS OF CONTINUOUS SA
โœ T. Sakiyama; H. Matsuda; C. Morita ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 278 KB

In this paper, an analytical method for the free vibration of a three-layer, continuous sandwich beam with an elastic or viscoelastic core and arbitrary boundary conditions is presented. The characteristic equation for finding the natural frequencies and modes is derived by introducing a discrete-ty