2014
DOI: 10.1016/j.mechrescom.2014.03.007
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Network and vector forms of tensegrity system dynamics

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Cited by 36 publications
(22 citation statements)
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“…By collecting all the bk, sk, rk vectors, we get the following bars matrices B, strings matrices S and center of mass matrix R necessary to define the position of the structural elements: The general element C Bij (or C Sij ) is equal to: -1 if vector bi (or si) is directed away from node j th ; 1 if vector bi (or si) is directed toward node j th , and 0 if vector bi (or si) does not touch node j. In this way we can describe the class number of a tensegrity network and say that a tensegrity system is of class m, if the maximum number of bars concurring in each node is equal to m [6], [12]- [13]. We remember that the system we are considering is a tensegrity of class 6.…”
Section: Dynamics Of a Tensegrity Sunscreen Modulementioning
confidence: 99%
“…By collecting all the bk, sk, rk vectors, we get the following bars matrices B, strings matrices S and center of mass matrix R necessary to define the position of the structural elements: The general element C Bij (or C Sij ) is equal to: -1 if vector bi (or si) is directed away from node j th ; 1 if vector bi (or si) is directed toward node j th , and 0 if vector bi (or si) does not touch node j. In this way we can describe the class number of a tensegrity network and say that a tensegrity system is of class m, if the maximum number of bars concurring in each node is equal to m [6], [12]- [13]. We remember that the system we are considering is a tensegrity of class 6.…”
Section: Dynamics Of a Tensegrity Sunscreen Modulementioning
confidence: 99%
“…We employ the Runge-Kutta integration algorithm described in Ref. [21] to perform the time-integration of Eqn. (17).…”
Section: Vector Form Of the Dynamics Of Tensegrity Networkmentioning
confidence: 99%
“…Sucha formulation proves to be useful in order to coupling the proposed model with standard FE models that may interact with tensegrity networks. The time-integration of the equations of motion is conducted through a Runge-Kutta algorithm that accounts for a rigidity constraint of the bars [21].…”
Section: Introductionmentioning
confidence: 99%
“…Tensegrity structures are self-equilibrated frameworks composed of bars in compression and strings in tension [1][2][3]. Because of their lightweight, shape control and tunable stiffness properties, they have received interests in many fields including architecture, civil engineering, aerospace, robotics, sculpture and biology [4][5][6][7][8]. Some novel tensegrity structures have been developed to further broaden their applications.…”
Section: Introductionmentioning
confidence: 99%