๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Monofrequent oscillations of a non-linear model of a suspended cable

โœ Scribed by A. Luongo; G. Rega; F. Vestroni


Publisher
Elsevier Science
Year
1982
Tongue
English
Weight
933 KB
Volume
82
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Non-linear oscillations of a four-degree
โœ F. Benedettini; G. Rega; R. Alaggio ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 849 KB

A four-degree-of-freedom model able to capture the main phenomena which are likely to occur in the non-planar finite dynamics of an elastic suspended cable subjected to external forcings and support motions is developed from the continuum equations. It contains two in-plane and two out-of-plane comp

NON-LINEAR DYNAMICS OF A SUSPENDED TRAVE
โœ H.Y. HU; D.P. JIN ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 303 KB

Starting with the analysis of the #uid drag and lift on a suspended travelling cable subjected to transverse #uid excitation, the paper presents the expression of forces on the cable, and then a set of partial di!erential equations of in-plane and out-of-plane motions of the cable. In the case of sm

A HYBRID PSEUDO-FORCE/LAPLACE TRANSFORM
โœ Y.Q. NI; W.J. LOU; J.M. KO ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 512 KB

A hybrid numerical scheme involving the combination of the Laplace transform technique and the pseudo-force method is proposed to analyze the non-linear transient response of a suspended cable subjected to arbitrary dynamic loading. A theoretical model of the cable with multi-degree-of-freedom is "r

A NON-LINEAR DYNAMIC MODEL FOR CABLES AN
โœ P. Warnitchai; Y. Fujino; T. Susumpow ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 554 KB

A set of governing equations for dynamic transverse motions of a cable with small sag is firstly obtained where effects of finite motions of the cable and small support motions are included. Cable motions are separated into two parts; quasi-static motions and modal motions. The quasi-static motions