Analysis on Construction Control about Main Cable System of Cableway Bridge

Guo Jun Yang; Xian Wu Hao; Ji Peng Yang

doi:10.4028/www.scientific.net/AMM.711.361

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 711Analysis on Construction Control about Main Cable...

Analysis on Construction Control about Main Cable System of Cableway Bridge

Abstract:

Cableway bridge is a type of suspension bridge which mainly depends on the cable to suffer the force. The method of calculation unstressed length by parabolic method is introduced in this paper, and the form finding analysis of main cable is also analyzed, thus the method of calculation vector height of middle cross and cable force is concluded. Finally, the relationship between vector height and cable force is fitted based on the practical engineering, bedsides, the error is analyzed between design value and measured value, which comes to the conclusion that measured value is good agreement with design value.

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Periodical:

Applied Mechanics and Materials (Volume 711)

Pages:

361-365

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.711.361

Citation:

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Online since:

December 2014

Authors:

Guo Jun Yang*, Xian Wu Hao, Ji Peng Yang

Keywords:

Cableway Bridge, Construction Control Calculation, Main Cable, Parabolic Method, Unstressed Length

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* - Corresponding Author

References

[1] WANG Bing, X U Lin, Design of Jiefanggou Cable Bridge No. 2 at Jin-ping Class I Hydropower Station in Sichuan, J. World Bridges. 4(2007) 14-16.

Google Scholar

[2] LIU Mosheng, HUANG Shaojin, Modern Cable Bridge, first ed., China Communications Press, Benjing, (2004).

Google Scholar

[3] LIU Dunchao, LIU Ziming, Detection and Check Calculations of Jiangjunhe River Cableway Bridge, J. World Bridges. 2(2004) 56-58.

Google Scholar

[4] PAN Yongren, The Theory and Method of Nonlinear Analysis of Suspension Bridge, first ed., China Communications Press, Beijing, (2004).

Google Scholar

[5] ZHOU Yongjun, ZHANG Gang, ZHAO Xiaoxing, Mechanics analysis and field test of rope way bridge, J. Journal of PLA University of Science and Technology. 11(2010)647-651.

Google Scholar

[6] LI Song, PAN Haibo, XIE Chunsheng, Development and design of flexible cable bridge, J. GuiZhou Water Power . 17(2003)49-53.

Google Scholar