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

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Abstract:

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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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

140-143

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.140

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Online since:

May 2012

Authors:

Cheng Jiang Lu, Xiao Dong Wang, Shu Nan Lu

Keywords:

Flat Tensegrity Structure, Random Simulation Method, Time Domain, Wind-Induced Dynamic Analysis

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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References

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