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A platform for research: civil engineering, architecture and urbanism
Analysis of Tensegrity Dynamics
Throughout this chapter we construct dynamic models in the form of ordinary differential equations for tensegrity structures. We make the following assumptions: a) Rods are rigid, thin, and long and so rotational motion about the longitudinal axis can be neglected. b) Strings are massless elastic elements with Hookean (linear) behavior only when in tension. c) The connectivity of the structure is fixed.
Analysis of Tensegrity Dynamics
Throughout this chapter we construct dynamic models in the form of ordinary differential equations for tensegrity structures. We make the following assumptions: a) Rods are rigid, thin, and long and so rotational motion about the longitudinal axis can be neglected. b) Strings are massless elastic elements with Hookean (linear) behavior only when in tension. c) The connectivity of the structure is fixed.
Analysis of Tensegrity Dynamics
Skelton, Robert E. (author) / de Oliveira, Mauricio C. (author)
Tensegrity Systems ; Chapter: 5 ; 157-178
2009-04-30
22 pages
Article/Chapter (Book)
Electronic Resource
English
Generalize Force , Projection Matrix , Tensegrity Structure , Rigid Body Mode , Penrose Inverse Engineering , Building Construction and Design , Vibration, Dynamical Systems, Control , Solid Mechanics , Systems Theory, Control , Control, Robotics, Mechatronics , Ceramics, Glass, Composites, Natural Materials
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