Instant Built Tensegrity Structures with 3D Compression Members

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Abstract:

Tensegrity structures are of interest to architecture and engineering as a practical means to explore lightweight and rapidly deployable modular structures that have a high degree of geometric freedom and formal potency. The notion of tensegrity structures with 3D ‘compressed’ components is accreted by authors in 2009 [1]. This extended class of tensegrity overcomes some of the difficulties of typically ones by providing increased rigidity and more controlled structural behaviour. These two characteristics make 3D compression member tensegrity structures more suitable for practical use in building instant stand up structures. In this paper, the Authors introduce a method to create instant built structures with 3D Compression Members including the modules creation, digital form finding and assembling procedures. Exmple of a speculative design for a footbridge and a high rise building is demonstrated.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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5894-5898

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May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Frumar J.A. and Zhou Y.Y., Designing Kinetic Tensegrity Structures, Re:Form, Proceedings of the 28th Annual Conference of the Association for Computer Aided Design in Architecture (ACADIA) (2009).

DOI: 10.52842/conf.acadia.2009.255

Google Scholar

[2] Fuller, R. B.:, Synergetics: Explorations in the Geometry of Thinking, MacMillan Publishing Co., New York, (1975).

Google Scholar

[3] Levin, S. M.:, Continuous Tension, Discontinuous Compression: A Model for Biomechanical Support of the Body, Bulletin of Structural Integration, Rolf Institute, Bolder, 8(1), (1992), p.31.

Google Scholar

[4] Ingber, D. E., The Architecture of Life, Scientific American Magazine, 276(3), .(1997), p.48

Google Scholar

[5] Fuller, R. B., Tensile-Integrity Structures, U.S. Patent No. 3063521.(1962)

Google Scholar

[6] Snelson K. Continuous tension, discontinuous compression structures, U.S. Patent No. 3169611. (1965)

Google Scholar

[7] Snelson K. Letter to From Kenneth Snelson to R. Motro, International Journal of Space Structures, V7 N2 (1990).

Google Scholar

[8] Frumar J.A. and Zhou Y.Y., Xie Y.M. and Burry M.C., Tensegrity Structures With 3d Compressed Components: Development, Assembly and Design, Journal of the International Association for Shell and Spatial Structures (2009).

Google Scholar

[9] Motro R.:, Tensegrity: The State of the Art, Space Structures 5, Thomas Telford, London, pp.97-106 (2002).

Google Scholar

[10] Wang B.B. , Cable-strut systems: Part I - Tensegrity, Journal of Constructional Steel Research, England V45 No.3, .(1998) p.281.

DOI: 10.1016/s0143-974x(97)00075-8

Google Scholar

[11] Burkhardt, R. W.: A Practical Guide To Tensegrity Design,http://www.angelfire.com/ma4/bob_wb/tenseg.pdf (2009).

Google Scholar