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TIME AND FREQUENCY DOMAIN PROCEDURE FOR IDENTIFICATION OF STRUCTURAL DYNAMIC MODELS

✍ Scribed by L.D. Peterson; K.F. Alvin


Publisher
Elsevier Science
Year
1997
Tongue
English
Weight
327 KB
Volume
201
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES


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A unifying perspective of non-linear structural dynamic systems as linear in the open loop with non-linear feedback in the closed loop has recently been revisited by the authors. The authors have previously used feedback to derive a new formulation of frequency response function matrices of non-line

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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