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- W2356394073 abstract "By taking a three-tower suspension bridge,Taizhou Highway Bridge over Yangtze River with main span of 1 080 m,as example,the structural dynamic characteristics,the aerostatic and aerodynamic stability are investigated numerically by 3D nonlinear aerostatic and aerodynamic analysis,and compared to those of the bridge with concrete intermediate tower and two-tower suspension bridge with the same main span.The results show that structural torsional frequencies and wind stability are efficiently improved by increasing structural stiffness of the intermediate tower;due to lack of effective anchorage for the intermediate tower,as compared to two-tower suspension bridge,three-tower suspension bridge becomes more susceptible to aerodynamic instability,and but it becomes more stable aerostatically." @default.
- W2356394073 created "2016-06-24" @default.
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- W2356394073 date "2008-01-01" @default.
- W2356394073 modified "2023-09-23" @default.
- W2356394073 title "A Study on Wind Stability of Three-Tower Suspension Bridges" @default.
- W2356394073 hasPublicationYear "2008" @default.
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