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《Journal of Vibration and Shock》 2015-22
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Galloping performance of large scale spire type main cable of suspension bridge during construction

LI Sheng-li;WANG Chao-qun;WANG Dong-wei;OU Jin-ping;School of Civil Engineering,Zhengzhou University;School of Civil Engineering,Harbin Institute of Technology;  
Based on the analysis of galloping and aerostatic coefficients of the large scale spire type main cable of a suspension bridge considering the effect of catwalk during construction,a numerical simulation method of CFD was proposed. The design parameters of the catwalk and main cable of Xihoumen Suspension Bridge were adopted in calculation.Referring to the results of wind tunnel tests for catwalk,the validity of the parameters set in the numerical simulation was verified. The drag and lift coefficients of main cables with triangular and pentagonal shapes during construction were calculated,considering the aerodynamic interference effect of catwalk. Then,the galloping coefficients of the main cable during construction under different working conditions were calculated by virtue of the Den-Hartog criterion. The results show that the setting of the numerical calculation parameters is correct; the drag coefficients of the main cable with a shape of triangle in lower section and pentagon in middle section under different working conditions do not change obviously with the increase of the number of cable strands considering the aerodynamic interference effect of catwalk,while the downward trend of lift coefficients is more and more obvious; with the increase of the number of strands in the same layer,the galloping coefficients under different working conditions decline gradually; the galloping is more likely to happen under the symmetric shape working condition than the unsymmetrical shape working condition.
【Fund】: 国家自然科学基金资助项目(51208471);; 高等学校博士学科点专项科研基金(20114101120008);; 河南省科技攻关计划项目(142102210486);; 郑州大学优秀青年教师发展基金(1421322059)
【CateGory Index】: U448.25;U445
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【Co-citations】
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1 LI Shengli;WANG Chaoqun;NING Zuoqiang;WANG Dongwei;School of Civil Engineering,Zhengzhou University;;Galloping analysis methods for large scale spire type main cable of a suspension bridge during construction[J];振动与冲击;2017-24
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