Abstract
This paper proposes an analytical method to improve the accuracy of the dynamic response of classically damped linear systems, as given by a standard truncated modal analysis. Upon computing the first m undamped modes of a n-degree-of-freedom system, two sets of equations in the Rn nodal space are built, which are uncoupled and govern the contribution to the response of the m computed modes and the remaining (n−m) unknown modes, respectively. The first set is solved in the Rm modal space by using the m available modes; the second set is solved in a reduced R(n−m) nodal space, without computing additional modes. Specifically, it is shown that the particular solution of the second set of equations may be obtained by a series expansion involving repetitive time derivatives of the first-order static solution. The convergence conditions of such a series are discussed and proved on a rigorous basis. Numerical applications are also presented to demonstrate the effectiveness of the proposed method.
Lingua originale | English |
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pagine (da-a) | 1217-1226 |
Numero di pagine | 10 |
Rivista | COMPUTERS & STRUCTURES |
Volume | 82 |
Stato di pubblicazione | Published - 2004 |
All Science Journal Classification (ASJC) codes
- ???subjectarea.asjc.2200.2205???
- ???subjectarea.asjc.2600.2611???
- ???subjectarea.asjc.2500.2500???
- ???subjectarea.asjc.2200.2210???
- ???subjectarea.asjc.1700.1706???