Modelling and control of class NSP tensegrity structures

By Narongsak Kanchanasaratool, D. Williamson. 2002

72 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Design and control of tensegrity robots for locomotion (2006, methodology): “Kanchanasaratool and Williamson [24] have developed a constrained particle dynamic model assuming zero mass struts, using the Lagrange method.”
Optimization of tensegrity structures (2006, background): “…level of tensegrity technology development is characterized by the existence of successful dynamic models developed by Murakami (2001) and Skelton et al. (2001), and control strategies studied by Sultan et al. (2000) (2002), Masic and Skelton (2005) and Kanchanasaratool and Williamson (2002).”
Dynamic behavior and vibration control of a tensegrity structure (2010, methodology): “Kanchanasaratool and Williamson (2002) used a nonlinear constrained particle method to develop a dynamic model for a general class of tensegrity structures.”
Tensegrity frameworks: Dynamic analysis review and open problems (2009, background): “and Williamson [37] studied a 6-bar tensegrity platform.”