Static analysis of tensegrity structures Part 2. Numerical examples

Carl D. Crane, Joseph Duffy, Julio C. Correa

    Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

    7 Scopus citations

    Abstract

    In this paper two examples are provided to demonstrate the use of the mathematical model developed in Part 1, as well as the verification method based on a Newtonian approach. The results are presented both graphically and numerically.

    Original languageEnglish
    Title of host publicationASME 2002 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, IDETC/CIE2002
    Pages681-687
    Number of pages7
    StatePublished - 2002
    EventASME 2002 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, IDETC/CIE2002 - Montreal, QC, Canada
    Duration: 29 Sep 20022 Oct 2002

    Publication series

    NameASME 2002 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, IDETC/CIE2002
    Volume5

    Conference

    ConferenceASME 2002 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, IDETC/CIE2002
    Country/TerritoryCanada
    CityMontreal, QC
    Period29/09/022/10/02

    Keywords

    • Compliance
    • Self-deployment
    • Tensegrity

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