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Interactive method of evaluating constraints on measurement and monitoring systems

✍ Scribed by V. N. Khramenkov; A. V. Stepanov


Publisher
Springer US
Year
1993
Tongue
English
Weight
363 KB
Volume
36
Category
Article
ISSN
0543-1972

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Dynamic behaviour of complex structural systems may be modelled by a system of second order linear ordinary di!erential equations, i.e., Mw K (t)#Dw (t)#Sw(t)"f (t), by means of either structural analysis for "nite degree-of-freedom systems or discretization procedures (e.g., FE methods) for continu