期刊
INTERNATIONAL JOURNAL OF CONTROL
卷 75, 期 2, 页码 123-139出版社
TAYLOR & FRANCIS LTD
DOI: 10.1080/00207170110070563
关键词
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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.
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