Development Of Biorthonormal Eigenvectors For Modal Analysis Of Linear Discrete Non-classically Damped Systems
โ Scribed by S.F. Felszeghy
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 525 KB
- Volume
- 176
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
โฆ Synopsis
For linear discrete non-classically damped systems, it is shown that truncated orthonormal and biorthonormal eigenvector matrices can be developed for the purpose of uncoupling the physical equations of motion in a truncated ordered set of normal co-ordinates. This approach avoids for large systems the impractical step of having to find the entire modal matrix and its inverse and then apply these matrices as a similarity transformation to the system matrix. The development focuses on systems that possess simultaneously both classical and non-classical natural modes of free vibration. It is shown that the forced motion can be expanded partially in the classical modal vectors and partially in the non-classical modal vectors. The biorthonormal eigenvectors needed for expanding the forced motion are associated with asynchronous non-classical natural modes. These modes arise whenever the algebraic multiplicity of a non-classical eigenvalue exceeds the eigenvalue's geometric multiplicity in the non-classical eigenvector subspace. The development takes advantage of the simplifying properties that come with a symmetric formulation of the equations of motion in state space. Two examples illustrate the analytical results.
๐ SIMILAR VOLUMES
Mode-superposition analysis is an efficient tool for the evaluation of the response of linear systems subjected to dynamic agencies. Two well-known mode-superposition methods are available in the literature, the mode-displacement method and the mode-acceleration method. Within this frame a method is
The step-by-step modal time history integration methods are developed for dynamic analysis of non-classically damped linear structures subjected to earthquake-induced ground motions. Both the mode displacement and mode accelerationbased algorithms are presented for the calculation of member and acce