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Higher modes of transmission lines with dampers

N. Ganesan, +1 more
- 22 Mar 1979 - 
- Vol. 63, Iss: 2, pp 297-300
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This article is published in Journal of Sound and Vibration.The article was published on 1979-03-22. It has received 0 citations till now. The article focuses on the topics: Damper.

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A simultaneous iteration algorithm for symmetric eigenvalue problems

TL;DR: In this article, a FORTRAN IV algorithm is presented for determining sets of dominant eigenvalues and corresponding eigenvectors of symmetric matrices, which is also extended to the solution of the natural vibration of a structure for which symmetric stiffness and mass matrices are available.
Journal ArticleDOI

Mathematical Analysis of Transmission Line Vibration

TL;DR: In this paper, the response of stranded cables to exciting forces produced by wind is studied, and details of an analytical and experimental study of cable self-damping are presented, as well as an experimental model for self-deployment.
Journal ArticleDOI

Application of the simultaneous iteration method to undamped vibration problems

TL;DR: In this paper, the simultaneous iteration method of obtaining eigenvalues and eigenvectors is employed for the solution of undamped vibration problems, and a method of allowing for body freedom is given and some numerical tests are discussed.
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Dynamics of stockbridge dampers

TL;DR: In this article, a theoretical analysis of the response characteristics of the Stockbridge dampers is presented, and the experimental results of the analysis have been verified experimentally by treating it as a two-degree-of-freedom system.
Journal ArticleDOI

Determination of the natural frequencies of multiconductor overhead transmission lines

TL;DR: In this paper, stiffness relations for elastic catenary segments and two classes of line spacers are developed to facilitate the frequency and modal analyses of bundled overhead transmission lines, and frequency equations are exemplified for the low frequency oscillation modes of a quadruple catenary with a central flexible spacing element and several natural frequencies and mode shapes determined.
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