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Frequency domain solutions to multi-degree-of-freedom, dry friction damped systems

✍ Scribed by A.A. Ferri; E.H. Dowell


Book ID
108358533
Publisher
Elsevier Science
Year
1988
Tongue
English
Weight
987 KB
Volume
124
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES


TIME-SEGMENTED FREQUENCY-DOMAIN ANALYSIS
✍ W.J. MANSUR; J.A.M. CARRER; W.G. FERREIRA; A.M. CLARET DE GOUVEIA; F. VENANCIO-F πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 279 KB

This paper presents a new frequency-domain method to analyze physically non-linear structural systems having non-proportional damping. Single-and multi-degree-of-freedom (d.o.f.) systems subjected to time-dependent excitations are considered. A procedure to consider initial conditions, required by t

ALTERNATIVE SOLUTION TO β€œTHE FINITE RESI
✍ M. GÜRGΓ–ZE πŸ“‚ Article πŸ“… 2002 πŸ› Elsevier Science 🌐 English βš– 57 KB

Very recently in a Letter to the Editor of this journal, Wilms and Cohen [1] introduced a damped four-degree-of-freedom system with two di!erent types of damping matrices. The reader was required to decide which of the systems in Figure 1 oscillates inde"nitely, while all oscillations are eventually