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Short-Term Deformation Monitoring Analysis for a Large Span Cable Stayed Bridge

Author

Listed:
  • Mao YANG
  • Hu MA
  • Qianying ZENG
  • Jingjing YANG
  • Zengshun CHEN

Abstract

Based on a large span cable-stayed bridge in Chongqing, this paper analyzes the bridge alignment, vertical displacement and deviation of cable tower, expansion joint deformation and cable force during operation. The study calculates related theoretical values of bridge deformation by using finite element software. The security situation of the bridge is then evaluated on the foundation of contrastive analysis of the calculated values and measured values, which provides some basis for similar bridge monitoring.

Suggested Citation

  • Mao YANG & Hu MA & Qianying ZENG & Jingjing YANG & Zengshun CHEN, 2014. "Short-Term Deformation Monitoring Analysis for a Large Span Cable Stayed Bridge," Modern Applied Science, Canadian Center of Science and Education, vol. 8(6), pages 1-37, December.
    • Handle: RePEc:ibn:masjnl:v:8:y:2014:i:6:p:37
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    File URL: https://ccsenet.org/journal/index.php/mas/article/download/40061/22214
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    File URL: https://ccsenet.org/journal/index.php/mas/article/view/40061
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    References listed on IDEAS

    as
    1. Zengshun Chen & Cheng Zhang & Jianting Zhou & Jun Song & Chunrong Huang, 2013. "Study of Cable Force of Construction Control and Alignment Control of Main Girders for Long-Span Railway Cable-Stayed Bridges," Modern Applied Science, Canadian Center of Science and Education, vol. 7(9), pages 1-47, September.
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    More about this item

    JEL classification:

    • R00 - Urban, Rural, Regional, Real Estate, and Transportation Economics - - General - - - General
    • Z0 - Other Special Topics - - General

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