A semi!analytic method is presented for the analysis of transient response of one!dimensional distributed parameter systems[ Replacing time di}erentials by \_nite di}erence\ the governing partial di}erential equa! tions are reduced to di}erenceΓdi}erential equations[ The solutions of derived ordinar
TRANSIENT RESPONSE OF ONE-DIMENSIONAL DISTRIBUTED SYSTEMS: A CLOSED FORM EIGENFUNCTION EXPANSION REALIZATION
β Scribed by B. Yang; X. Wu
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 239 KB
- Volume
- 208
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
The exact and closed form transient response of general one-dimensional distributed dynamic systems subject to arbitrary external, initial and boundary disturbances is determined. Non-self-adjoint operators characterizing damping, gyroscopic and circulatory effects, and eigenvalue-dependent boundary conditions are considered. Through introduction of augmented operators, a closed form modal expansion of the displacement and internal forces of the distributed system is derived. The eigenfunction expansion is realized in a spatial state space formulation, which systematically yields exact eigensolutions, eigenfunction normalization coefficients and modal co-ordinates. The proposed method is illustrated on a cantilever beam with end mass, viscous damper and spring.
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