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Measurement of the Dynamic Model of a PUMA 560 Robot Using Experimental Modal Analysis

โœ Scribed by Elosegui, P.


Book ID
121280272
Publisher
The American Society of Mechanical Engineers
Year
1994
Tongue
English
Weight
793 KB
Volume
116
Category
Article
ISSN
1050-0472

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In order to estimate the seismic demands at the performance level, the inelastic behavior of concrete structures should be considered. Incremental dynamic analysis (IDA) based on a nonlinear response time history analysis (NL-RHA) is considered to be the most accurate method in seismic demand calcul