๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Use of dynamic stiffness influence coefficients in vibrations of non-uniform beams

โœ Scribed by A. Avakian; D.E. Beskos


Publisher
Elsevier Science
Year
1976
Tongue
English
Weight
284 KB
Volume
47
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


FREE VIBRATION OF CENTRIFUGALLY STIFFENE
โœ J.R. BANERJEE ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 249 KB

Starting from the governing di!erential equations of motion in free vibration, the dynamic sti!ness matrix of a uniform rotating Bernoulli}Euler beam is derived using the Frobenius method of solution in power series. The derivation includes the presence of an axial force at the outboard end of the b

VIBRATION ANALYSIS FOR FRAME STRUCTURES
โœ D.H. MOON; M.S. CHOI ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 152 KB

In this paper, the authors formulate a free and forced vibration analysis algorithm for frame structures using the transfer dynamic sti!ness coe$cient method. This method is based on the concept of the transfer of the dynamic sti!ness coe$cient which is related to the force and displacement vector a

VIBRATION OF MULTI-SPAN NON-UNIFORM BEAM
โœ D.Y. Zheng; Y.K. Cheung; F.T.K. Au; Y.S. Cheng ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 237 KB

Based on Hamilton's principle, the vibration of a multi-span non-uniform beam subjected to a moving load is analysed by using modified beam vibration functions as the assumed modes. The modified beam vibration functions satisfy the zero deflection conditions at all the intermediate point supports as

THE DYNAMIC STIFFNESS MATRIX METHOD IN F
โœ N.T. KHIEM; T.V. LIEN ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 356 KB

The dynamic behaviour of a beam with numerous transverse cracks is studied. Based on the equivalent rotational spring model of crack and the transfer matrix for beam, the dynamic sti!ness matrix method has been developed for spectral analysis of forced vibration of a multiple cracked beam. As a part

VIBRATION ANALYSIS OF ARBITRARILY SHAPED
โœ S.W. Kang; J.M. Lee; Y.J. Kang ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 554 KB

In the present study, a theoretical formulation based on the collocation method is presented for the vibration analysis of arbitrarily shaped membranes. The mathematical relation between the two points of selected collocation points is given by a special function, the so-called non-dimensional dynam