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International Journal of Steel Structures

Erschienen in:

25.04.2018

Simplified Calculation Methods for Static Behaviors of Triple-Tower Suspension Bridges and Parametric Study

verfasst von: Lijun Jia, Chuan Zhang, Yang Jiang, Jin Cheng, Rucheng Xiao

Erschienen in: International Journal of Steel Structures | Ausgabe 2/2018

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Abstract

In this paper, simplified formulas to determine the static behaviors of triple-tower suspension bridges were derived, including the formulas for the force of main cable, the deflection of the stiffening girder, the safety factor of anti-slipping on the saddle and the moment of the tower under the live load. Also, formulas were verified by a finite element model for three triple-tower suspension bridges with main span of 1500, 2000 and 2500 m. In the end, a parametric study was performed to investigate the influence of sag to span ratio, ratio of side span to main span as well as the stiffness of mid tower on the static performance using analytical method.

Vorheriger Artikel Structural Behaviour of an Assembled Steel Joint Composed of CHS KK-Joint and Doubler Plate for Connection with Steel Tensile Rods

Nächster Artikel FEM and Experimental Study on Mechanical Property of Integrated Container Building

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Chen, C., & Zhong, J. C. (2008). Influences of sag-to-span ratio variation on structural static and dynamic behavior of three-tower suspension bridge. Bridge Construction, 6, 12–17.

Choi, D. H., Na, H. S., et al. (2010). A parametric study on the ultimate behaviors of multi-span suspension bridges. In 34th international symposium on bridge and structural engineering, Venice (pp. 154–168).

Li, H., Zhang, C., Hu, J., & Qian, Z. (2011). The mechanical response of multi-tower continuous-span suspension bridge deck pavement based on whole bridge analysis. Engineering Sciences, 09(2), 88–92.

Ma, X., Nie, J., & Fan, J. (2016). Longitudinal stiffness of multi-span suspension bridges. Journal of Bridge Engineering, 21(5), 06015010.CrossRef

Thai, H. T., & Choi, D. H. (2013). Advanced analysis of multi-span suspension bridges. Journal of Constructional Steel Research, 90(41), 29–41.CrossRef

Wang, X., Chai, S., & Xu, Y. (2016). Deformation characteristics of double-cable multi-span suspension bridges. Journal of Bridge Engineering, 21(4), 06015007.CrossRef

Yang, J. (2009). Proceeding of construction of long span multi-tower suspension bridges innovated by Mainland China. Bridge Construction, 6, 39–41.

Yang, J. (2014). Study for structure system and process of construction for multi-tower suspension bridges. A dissertation submitted to Tongji University in conformity with the requirements for the degree of Doctor of Philosophy.

Zhang, Y. F. (2012). Research on dynamic characteristics model test scheme for middle pylon of multi-pylon multi-span suspension bridges. Engineering Sciences, 10(3), 64–71.

Zhang, J. Q., Feng, Z. X., Yang, Y., et al. (2013). Research on multi-pylon multi-span suspension bridge technology (pp. 543–551). Beijing: China Communication Press.

Zhang, L. W., Xiao, R. C., Jiang, Y., et al. (2012). The characteristics of the multi-span suspension bridge with double main cables in the vertical plane. Structural Engineering and Mechanics, 42(3), 291–311.CrossRef

Titel: Simplified Calculation Methods for Static Behaviors of Triple-Tower Suspension Bridges and Parametric Study
verfasst von: Lijun Jia
Chuan Zhang
Yang Jiang
Jin Cheng
Rucheng Xiao
Publikationsdatum: 25.04.2018
Verlag: Korean Society of Steel Construction
Erschienen in: International Journal of Steel Structures / Ausgabe 2/2018
Print ISSN: 1598-2351
Elektronische ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-018-0028-8

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