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- W2059676725 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." @default.
- W2059676725 created "2016-06-24" @default.
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- W2059676725 date "2013-02-01" @default.
- W2059676725 modified "2023-09-27" @default.
- W2059676725 title "Stability Analysis of Inhaul Cable on Cable-Stayed Awning with Steel Structure Considering the Wind-Rain-Induced Vibration Effect" @default.
- W2059676725 cites W2084483583 @default.
- W2059676725 doi "https://doi.org/10.4028/www.scientific.net/amr.661.112" @default.
- W2059676725 hasPublicationYear "2013" @default.
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