STUDY ON THE INFLUENCE OF CABLE/SLING DAMAGE ON THE NATURAL VIBRATION CHARACTERISTICS OF SPECIAL-SHAPED CABLE-STAYED ARCH BRIDGE WITHOUT BACK CABLE

Authors

  • Kexin Zhang School of traffic engineering, Shenyang Jianzhu University, Shenyang, 110168，China
  • Tianyu Qi School of traffic engineering, Shenyang Jianzhu University, Shenyang, 110168，China
  • Xing Wei Xue School of traffic engineering, Shenyang Jianzhu University, Shenyang, 110168，China
  • Zhimin Zhu Liaoning Urban Construction Design Institute Co. LTD, Shenyang, 110000, PR of China
  • Quansheng Sun Department of Civil Engineering, Northeast Forestry University, Harbin， 150040, China

DOI:

https://doi.org/10.14311/CEJ.2020.04.0044

Keywords:

Cable-stayed arch bridge without back cable, Natural vibration frequency, Stay cable, Mode of vibration, Sling

Abstract

In order to study the influence of cable/sling damage on the natural vibration characteristics
of a special-shaped cable-stayed arch bridge without back cable. The natural vibration
characteristics of the bridge with different cable/sling damage and their different damage degree
are analysed. According to the characteristic of self-vibration of cable-stayed arch bridge without
back cable, the structural health of bridges can be diagnosed and evaluated.

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References

Sun Quansheng, Han Hongguang. Analysis of Mechanical Behavior of Cable-stayed Arch Bridge Without

Back Cable [J]. The Chinese and Foreign Road, 2015,35(1):204-208.

Wang Lianxiang, Zhou Shuixing. The cable-stayed arch composite bridge in putrajaya city, Kuala

Lumpur, Malaysia[J]. World Bridges, 2004(4)

Ge Junying, Su Mubiao. The Method of Cable Damage Simulation for Cable-stayed Bridges and Its

Influence on the Distribution of Cable Force and Defection. [J]. China Railway Science,2016,37(3):30-37.

Sun Quansheng, Zhang Kexin. Analysis of the Influence of Cable Damage on the Vibration

Characteristics of Backless Cable-stayed Bridges[J]. The Chinese and Foreign Road,2016,36(1):144-148.

Xuan Jiming, Shen Fuxing. Research and engineering application of bridge detection technology [J].

Bridge Construction,2007:158-162 .

Xiang Haifan. Theory of Higher Bridge Structure[M]. BeiJing: China Communications Press, 2007．

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Published

2020-12-31

Issue

Vol. 29 No. 4 (2020)

Section

Articles

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