Abstract
The method of constrained particle dynamics is used to develop a dynamic model of order 12N for a general class of tensegrity structures consisting of N compression members (i.e. bars) and tensile members (i.e. cables). This model is then used as the basis for the design of a feedback control system which adjusts the lengths of the bars to regulate the shape of the structure with respect to a given equilibrium shape. A detailed design is provided for a 3-bar structure.
Original language | English |
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Pages (from-to) | 123-139 |
Number of pages | 17 |
Journal | International Journal of Control |
Volume | 75 |
Issue number | 2 |
DOIs | |
Publication status | Published - 20 Jan 2002 |