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Improved dynamic analysis of structures with mechanical uncertainties under deterministic input

✍ Scribed by G. Muscolino; G. Ricciardi; N. Impollonia

Book ID
104321282
Publisher
Elsevier Science
Year
2000
Tongue
English
Weight
328 KB
Volume
15
Category
Article
ISSN
0266-8920

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The forced harmonic vibration analysis of portal frames consisting of viscously damped beams with spatial stochastic variation of mass and sti ness properties is considered. The analysis is based on the assembly of element stochastic dynamic sti ness matrices. The solution involves inversion of the