[1]XUE Xiaofeng,LIU Jianxin.Cable-stayed Parameter Resonance Analysis and Control[J].Journal of Zhengzhou University (Engineering Science),2009,30(03):26-29.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
30卷
Number of periods:
2009年03期
Page number:
26-29
Column:
Public date:
1900-01-01
- Title:
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Cable-stayed Parameter Resonance Analysis and Control
- Author(s):
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XUE Xiaofeng; LIU Jianxin
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(Key Laboratory for Bridge and Tunnel of Shaanxi Province,Chang’an University,Xi’an 710064,China
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- Keywords:
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cables; fundamental frequency; parameter vibration; vibration control; Viscous shear type damper
- CLC:
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- DOI:
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- Abstract:
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Aiming at the parametric vibration problem of cable-stayed cables, combined with engineering examples, four different calculation formulas were used to calculate the fundamental frequency of cables, and through analysis and comparison, it is recommended to use the commonly used fundamental frequency calculation formula considering sag to analyze the parameter resonance of cables. The analysis results show that parametric resonance may occur in the medium and long cable-stayed cables of Huangpu Bridge. The viscous shear type external damper can provide sufficient additional damping for the cable, so that the logarithmic attenuation rate of each controlled mode shape of the cable reaches more than 4.0.