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- W2388090610 abstract "The analysis model for static wind nonlinearity of single cable plane cable-stayed bridge is established, taking comprehensive account of influences of the static wind load nonlinearity, geometric nonlinearity and also wind speed changes along the bridge structure height. With reference to Qi'ao Bridge, the analytical calculations are conducted, and the influences of non-uniformity distribution of the wind speed along the height of the bridge pylon shafts, the static wind load nonlinearity, etc. on the aerostatic performance of the single cable plane cable-stayed bridge are discussed." @default.
- W2388090610 created "2016-06-24" @default.
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- W2388090610 date "2005-01-01" @default.
- W2388090610 modified "2023-09-25" @default.
- W2388090610 title "Lateral Wind Nonlinearity Analysis of Single Cable Plane Cable-Stayed Bridge" @default.
- W2388090610 hasPublicationYear "2005" @default.
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