Stability Analysis of Inhaul Cable on Cable-Stayed Awning with Steel Structure Considering the Wind-Rain-Induced Vibration Effect

Xiao Zhao; Qingyuan Wang; Yong Jie Liu

doi:10.4028/www.scientific.net/AMR.661.112

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 661Stability Analysis of Inhaul Cable on Cable-Stayed...

Stability Analysis of Inhaul Cable on Cable-Stayed Awning with Steel Structure Considering the Wind-Rain-Induced Vibration Effect

Abstract:

Due to the applicable installation overhang large span, small mass, flexible characteristic, and small damp, the cable-stayed steel structure awning (CSSSA) could easily result in vibration with the wind load. The main factor is the turbulence wind and wind-rain induced vibration. Combining the structural dynamic theory, and considering the characteristic of the CSSSA, a motion differential equation is set up considering the wind-rain induced vibration, analysis cable-stayed stability under wind-rain induced vibration effect, and compare with the existing engineering result. Hope to provide some reference for similar designs.

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Periodical:

Advanced Materials Research (Volume 661)

Pages:

112-115

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.661.112

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Online since:

February 2013

Authors:

Xiao Zhao, Qingyuan Wang, Yong Jie Liu

Keywords:

Cable-Stayed Awning, Stability, Wind-Rain-Induced Vibration

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