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- W1986243509 abstract "This paper concerns the optimal mass-to-stiffness ratio designof class-2 tensegrity towers. For different loading scenarios,the procedure seeks the topology and geometry of the structurethat yields an optimal design satisfying common constraints. Thedomain of feasible tensegrity geometries is defined by imposingtensegrity equilibrium conditions on both unloaded and loadedstructure. Remaining constraints include strength constraints forall elements of the structure and buckling constraints for bars.The symmetry of the design is imposed by restricting the domain ofgeometric variables and element parameters. The static response ofthe structure is computed by using a nonlinear large displacementmodel. The problem is cast in the form of a nonlinear program. Theinfluence of material parameters on the optimal shape of thestructure is investigated." @default.
- W1986243509 created "2016-06-24" @default.
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- W1986243509 date "2004-07-26" @default.
- W1986243509 modified "2023-10-18" @default.
- W1986243509 title "Optimization of class 2 tensegrity towers" @default.
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- W1986243509 doi "https://doi.org/10.1117/12.540363" @default.
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