Wind-Induced Dynamic Analysis of the Flat Tensegrity Structures in Time Domain

Wind-Induced Dynamic Analysis of the Flat Tensegrity Structures in Time Domain

Wind-induced dynamic analysis for flat tensegrity structure is performed with the nonlinear random simulation method in time domain. And several parameters such as wind velocity, length-windth ratio, rise-span ratio and prestress of cable are considered.

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Veröffentlicht in:Applied Mechanics and Materials 2012-05, Vol.166-169, p.140-143
Hauptverfasser: Lu, Shu Nan, Lu, Cheng Jiang, Wang, Xiao Dong
Format: Artikel
Sprache:eng
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Zusammenfassung:Wind-induced dynamic analysis for flat tensegrity structure is performed with the nonlinear random simulation method in time domain. And several parameters such as wind velocity, length-windth ratio, rise-span ratio and prestress of cable are considered.
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.166-169.140