TECHNICAL PAPERS
Oct 1, 2004

Active Tensegrity Structure

Publication: Journal of Structural Engineering
Volume 130, Issue 10

Abstract

Most active structures involve direct control of single parameters when there is a closed form relationship between the response required and the control parameter. Building on a previous study of an adjustable structure, this paper describes geometric active control of a reusable tensegrity structure that has been enlarged to five modules with improved connections and is equipped with actuators. Closely coupled strut and cable elements behave nonlinearly (geometrically) even for small movement of the 10 telescopic struts. The control criterion for maintaining the upper surface slope has no closed form relationship with strut movement. The behavior of the structure is studied under 25 load cases. A newly developed stochastic search algorithm successfully identifies good control commands following computation times of up to 1 h. Sequential application of the commands through sets of partial commands helps to avoid exceeding limits during intermediate stages and adds robustness to the system. Reuse of a previously calculated command reduces the response time to less than 1 min. Feasible storage and reuse of such commands confirm the potential for improving performance during service.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 130Issue 10October 2004
Pages: 1454 - 1465

History

Published online: Oct 1, 2004
Published in print: Oct 2004

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Authors

Affiliations

Etienne Fest
Research Associate, Structural Engineering Institute,Applied Computing and Mechanics Laboratory, Structural Engineering Institute, School of Architecture, Civil and Structural Engineering (IMAC-IS-ENAC), Swiss Federal Institute of Technology (EPFL), 1015 Lausanne, Switzerland. E-mail: [email protected]
Kristina Shea
Lecturer, Engineering Dept., Cambridge Univ., Cambridge, UK. E-mail: [email protected]
Ian F. C. Smith, M.ASCE
Professor, Structural Engineering Institute, Applied Computing and Mechanics Laboratory, Structural Engineering Institute, School of Architecture, Civil and Structural Engineering (IMAC-IS-ENAC), Swiss Federal institute of Technology (EPFL), 1015 Lausanne, Switzerland. E-mail: [email protected]

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