Modelling and control of class NSP tensegrity structures

Narongsak Kanchanasaratool, Darrell Williamson*

*Corresponding author for this work

    Research output: Contribution to journalArticlepeer-review

    59 Citations (Scopus)

    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 languageEnglish
    Pages (from-to)123-139
    Number of pages17
    JournalInternational Journal of Control
    Volume75
    Issue number2
    DOIs
    Publication statusPublished - 20 Jan 2002

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