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- W2059796552 abstract "The wind tunnel testing of large scale section model of the Forth Nanjing Yangzi River Bridge was conducted by the section model with a scale of 1:20. The details of the bridge girder could be simulated more precisely with a large scale. In the testing, a comparison was between the original girder cross section and the girder section without rails and tracks in the attack angle of +5°. On top of this, the main factor that causes the vortex-induced vibration of the girder was due to the installation of guide rail in the bottom of the girder. The control of vortex-induced vibration research was conducted concerning the installation of the guide rail." @default.
- W2059796552 created "2016-06-24" @default.
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- W2059796552 date "2013-12-01" @default.
- W2059796552 modified "2023-09-27" @default.
- W2059796552 title "Mitigation Measures Research of Vortex-Induced Vibration of the Forth Nanjing Yangzi River Bridge" @default.
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- W2059796552 doi "https://doi.org/10.4028/www.scientific.net/amm.482.242" @default.
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