Analysis of Wind-Induced Vibration Control of Long-Span Space Structure

Zhi Qiang Zhang; Yan Chen; Guan Xing Su; Xing Gang Zhu

doi:10.4028/www.scientific.net/AMR.255-260.1204

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Analysis of Wind-Induced Vibration Control of...

Analysis of Wind-Induced Vibration Control of Long-Span Space Structure

Abstract:

Based on improved linear regression filter method presented by Iwatani and wind tunnel test data, the program simulated 3-D time history of fluctuating wind pressure of Fuzhou Strait International Conference and Exhibition Center considering spatial correlation of wind loads, which is consistent with the object power spectrum .The simulation result is used in nodes of the structure to analyze response of wind-induced vibration. Analytical results show it has the maximum displacement response in 0° wind direction .Due to the installation of TMD, node displacement response of roof truss is reduced from 44.14mm to 33.16mm, with best reduction 26.67%.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

1204-1208

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.1204

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Online since:

May 2011

Authors:

Zhi Qiang Zhang, Yan Chen, Guan Xing Su, Xing Gang Zhu

Keywords:

3-D Time History of Fluctuating Wind Pressure, Long-Span Structure, Response of Wind-Induced Vibration, Tuned Mass Damper (TMD), Wind-Induced Vibration Control

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