This paper considers a solution method for viscously damped linear structural systems which are subjected to transient loading. The equations of motion of such systems are written in a first-order form. A solution subspace is generated using the damped dynamic matrix and the static deflection from t
A proportionate coulomb and viscously damped isolation system
โ Scribed by W.A. Bullough; M.B. Foxon
- Publisher
- Elsevier Science
- Year
- 1978
- Tongue
- English
- Weight
- 716 KB
- Volume
- 56
- Category
- Article
- ISSN
- 0022-460X
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