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Long-span pipeline suspension bridge wind resisting method
The invention relates to a long-span pipeline suspension bridge wind resisting method and belongs to the field of pipeline bridge wind resisting. The method comprises the following steps of, firstly, establishing a finite element model of a pipeline suspension bridge with interference cables, wherein the interference cables connect the main cables and the wind cables of the pipeline suspension bridge, and preliminarily setting the tension of the interference cables; secondly, calculating the natural vibration frequency of the pipeline suspension bridge; thirdly, according to the natural vibration frequency, calculating the galloping stability and the flutter stability and performing calculation comparison, and if Vcg>=1.2Vd and Vcr>=1.2 mu fVd, executing the fourth step, or, returning to the first step; fourthly, according to the natural vibration frequency, calculating the vertical vortex-induced resonance amplitude and the torsional vortex-induced resonance amplitude and performing calculation comparison, and if A, executing the fifth step, or, return the first step; fifthly, by means of the steps above, continuously adjusting the tension of the interference cables and finally determining the tension of the interference cables. The long-span pipeline suspension bridge wind resisting method can improve the wind resisting safety of the long-span pipeline suspension bridge.
Long-span pipeline suspension bridge wind resisting method
The invention relates to a long-span pipeline suspension bridge wind resisting method and belongs to the field of pipeline bridge wind resisting. The method comprises the following steps of, firstly, establishing a finite element model of a pipeline suspension bridge with interference cables, wherein the interference cables connect the main cables and the wind cables of the pipeline suspension bridge, and preliminarily setting the tension of the interference cables; secondly, calculating the natural vibration frequency of the pipeline suspension bridge; thirdly, according to the natural vibration frequency, calculating the galloping stability and the flutter stability and performing calculation comparison, and if Vcg>=1.2Vd and Vcr>=1.2 mu fVd, executing the fourth step, or, returning to the first step; fourthly, according to the natural vibration frequency, calculating the vertical vortex-induced resonance amplitude and the torsional vortex-induced resonance amplitude and performing calculation comparison, and if A, executing the fifth step, or, return the first step; fifthly, by means of the steps above, continuously adjusting the tension of the interference cables and finally determining the tension of the interference cables. The long-span pipeline suspension bridge wind resisting method can improve the wind resisting safety of the long-span pipeline suspension bridge.
Long-span pipeline suspension bridge wind resisting method
LI GUOHUI (author) / TIE MINGLIANG (author) / ZHAN SHENGWEN (author) / ZUO LEIBIN (author) / WANG LI (author) / MA XIAOCHENG (author) / YANG CHUNLING (author) / KANG KUNKUN (author)
2015-08-05
Patent
Electronic Resource
English
IPC:
E01D
BRIDGES
,
Brücken
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