The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge

Hong Tao Bi; Yan Li

doi:10.4028/www.scientific.net/KEM.540.131

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HomeKey Engineering MaterialsKey Engineering Materials Vol. 540The Length Optimization of Non-Stayed Cable...

The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge

Abstract:

An optimization model was proposed in order to investigate the effect of the non-stayed cable segment length on the performance of a low-pylon cable-stayed bridge. Based on the structural analysis of the cable-stayed bridges, the proposed model aims to adjust the structural internal force by changing the non-stayed cable segment length. The most reasonable length of non-stayed cable segment was obtained by the optimization analysis.

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Periodical:

Key Engineering Materials (Volume 540)

Pages:

131-139

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.540.131

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Online since:

January 2013

Authors:

Hong Tao Bi, Yan Li

Keywords:

Length of Non-Stayed Cable Segment, Low-Pylon Cable-Stayed Bridge, Mechanical Property, Numerical Analysis

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References

[1] Wang Bohui. Cable-stayed bridge structure development and Chinese experience. China Communications Press, (2003).

Google Scholar

[2] Lin Pengzhen, Liu Fengkui, Zhou Shijun, Liu Shizhong. The mechanical properties and definition of the cable-stayed bridge. Railway Society, 2007, 29 (2): 136 ~ 140.

Google Scholar

[3] Liu Shilin, Liang Zhitao, Hou Jinlong, Meng Fanchao. Cable-stayed bridge. Communications Press, (2002).

Google Scholar

[4] Yang Qi, Li Qiao. The static behavior parameters and their static analysis of cable-stayed bridge. Foreign Bridge, 1999 (4): 31~41.

Google Scholar

[5] Chen Baolin. The theory and algorithms of optimization. Tsinghua University Press, (2005).

Google Scholar

[6] Zhou Shangmeng, Li Yadong. Synthesis optimization algorithm applied to extradoses bridge. Sichuan Building Science, 2010. 36 (4): 62~66.

Google Scholar

[7] PIKattan. Finite Element Analysis and Application of MATLAB, Tsinghua University Press, (2004).

Google Scholar

[8] Zheng Yifeng, Huang Chiao, Zhang Lianzhen. Part of the cable-stayed bridge's structure parameters. Highway and Transportation Research 2006, 23 (6): 60 ~ 66.

Google Scholar

[9] Zhong Guolinag, Wang Yichun, Teng Lisen. Cable force optimization for Changhu River low-pylon cable-stayed bridge. Modern Transportation Technology. 2012. 9(1). 37~39.

Google Scholar

[10] Wang Xueming, Li Ping. Application of influence matrix in optimization of initial tension of inhaul cable for low tower cable-stayed bridge. Journal of railway engineering society, 2005 (4): 39~42.

Google Scholar