Sizing and prestress optimization of Class-2 tensegrity structures for space boom applications

Author:

Yildiz KaanORCID,Lesieutre George A.ORCID

Publisher

Springer Science and Business Media LLC

Subject

Computer Science Applications,General Engineering,Modelling and Simulation,Software

Reference59 articles.

1. Wang B (2004) Free-standing tension structures: from tensegrity systems to cable-strut systems. Taylor and Francis Group, London

2. Skelton RE, de Oliveira MC (2009) Tensegrity systems, vol 1. Springer, New York

3. Ali NBH, Rhode-Barbarigos L, Albi AAP, Smith IF (2010) Design optimization and dynamic analysis of a tensegrity-based footbridge. Eng Struct 32(11):3650–3659

4. Dalilsafaei S, Eriksson A, Tibert G (2012) Improving bending stiffness of tensegrity booms. Int J Space Struct 27(2–3):117–129

5. Yildiz K (2018) Cable actuated tensegrity structures for deployable space booms with enhanced stiffness. PhD thesis, The Pennsylvania State University

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