Abstract
The problem of active control of the transient dynamic response of large space structures, modeled as equivalent continua, is investigated. The effects of initial stresses, in the form of in-plane stress resultants in an equivalent plate model, on the controllability of transverse dynamic response, are studied. A singular-solution approach is used to derive a fully coupled set of nodal equations of motion which also include non-proportional passive damping.
| Original language | English |
|---|---|
| Pages (from-to) | 31-42 |
| Number of pages | 12 |
| Journal | Collection of Technical Papers - AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference |
| Issue number | pt 2 |
| Publication status | Published - 1985 |
| Externally published | Yes |
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