Matrix analysis and applied linear algebra
Matrix analysis and applied linear algebra
Automated discovery and optimization of large irregular tensegrity structures
Computers and Structures
Advanced form-finding of tensegrity structures
Computers and Structures
A unique feasible mode of prestress design for cable domes
Finite Elements in Analysis and Design
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A numerical method is presented for initial self-stress design of tensegrity grid structures, which is defined as the linear combination of the coefficients of independent self-stress modes. A discussion on proper division of the number of member groups for the purpose of existence of a single integral feasible self-stress mode has been explicitly given. The unilateral properties of the stresses in cables and struts are taken into account. Evaluation of the stability for the structure is also considered. Three numerical examples are presented to demonstrate the efficiency and robustness in searching initial feasible self-stress mode for tensegrity grid structures.