Analysis of Tensegrity Structures with Redundancies, by Implementing a Comprehensive Equilibrium Equations Method with Force Densities

Table 3

Comparison between the results of the CEEMFD and those of the DRM and Skelton’s analytic approach.

	CEEMFD	DRM	Skelton’s analytic approach [12]
Vertical displacement of joint 3 (in mm)	0.04	0.04	0.04