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NON-LINEAR DYNAMIC IDENTIFICATION: AN APPLICATION TO PRESTRESSED CABLE STRUCTURES

โœ Scribed by G.E.B. Tan; S. Pellegrino

Publisher
Elsevier Science
Year
1997
Tongue
English
Weight
249 KB
Volume
208
Category
Article
ISSN
0022-460X

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โœฆ Synopsis

The paper presents a robust implementation of the restoring force method, which is applied to the dynamic identification of two simple prestressed cable structures. The system parameters identified from two different types of dynamic experiments are found to be generally in good agreement with the parameters calculated from direct static measurements. Hence, general conclusions are reached on optimal identification strategies for lightweight non-linear structures.

๐Ÿ“œ SIMILAR VOLUMES

IDENTIFICATION OF NON-LINEAR TRANSIENT B
IDENTIFICATION OF NON-LINEAR TRANSIENT BEHAVIOUR OF FLEXIBLE STRUCTURES: APPLICATION TO A GOLFER'S SWING
โœ B. LE FICHOUX-CHEMLI; P. SWIDER; O. MOUZIN ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 229 KB

Non-linear transient behaviour of #exible structures requires numerical integration of the system's equations of motion. A simpli"ed method for identifying the impulse response function, while avoiding this integration, is presented here. The impulse response function obtained is time dependent and

APPLICATION OF THE TIME DOMAIN FOURIER F
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โœ M.G. SAINSBURY; Y.K. HO ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 277 KB

This paper presents a method for experimentally identifying the parameters of a lightly damped non-linear system with an odd restoring force, as represented by the Du$ng equation. It requires only a single free vibration test to determine the variation of the natural frequency with the decaying ampl