1995 Volume 60 Issue 476 Pages 113-120
A geometrically unstable structure constituted by bar-members, such as a tensegrity or a cable net, which is stabilized by prestressing, is usually very deformable, especially when it is subject to asymmetrical loading. In view of the above, the authors have developed a nonlinear programming method with nonlinear domain equations to find its minimum deformation shape. The present paper gives a method, which adopts general reduced gradient method (GRG) with linear domain equations, to find the optimum shape with maximum rigidity of a tension structure. By this method, the analysis procedures can be simplified and the computer calculation can be speeded up. The present paper demonstrates that the shape of maximum rigidity of a tension structure is dependent on the loading patterns, but not on the module of the load vector. A tensegrity frame is taken as an example for the numerical analysis.
Code of Ethics
Ethical standards of the publisher (‘Ethical Standards Concerning the Peer Review for the Presentation of Architectural Transactions and Works’)