Research on Sliding Cable with a Nonlinear Analysis Method for a Cable-Membrane Structure

Kai Liu; Xin Yi Wang

doi:10.4028/www.scientific.net/AMR.243-249.263

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Probabilistic Evaluation of Effects of Column Moment Magnification Factor on Seismic Performance of Reinforced Concrete Frames
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Research on Sliding Cable with a Nonlinear...

Research on Sliding Cable with a Nonlinear Analysis Method for a Cable-Membrane Structure

Abstract:

Cable sliding in membrane pockets or on membrane surfaces has not yet been considered in analysis of cable-membrane structure software. In this study, a new sliding cable element has been created, using the non-linear finite method and a model of line-elastic and non-linear sliding stiffness. First, this paper outlines existing computational methods for creating sliding cables and questions the accuracy of these current numerical models. Second, it determines the sliding stiffness of sliding cables by examining the relationship between the original length and the end tension of space two-node linear cable elements. Third, the solution arithmetic for cables sliding in membrane pockets or on membrane surfaces is proposed with consideration of correctional linear sliding stiffness. Finally, the method developed herein is validated by one example.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

263-267

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.263

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Online since:

May 2011

Authors:

Kai Liu, Xin Yi Wang

Keywords:

Cable, Composite Structure, Construction, Membrane, Sliding

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References

[1] Wu-Jun Chen. in: Design of Membrane Structure Engineering. edited by China Architecture & Building Press Publishing, Beijing (2005), in press.

Google Scholar

[2] Zhi-Hong Zhang, Shi-Lin Dong. Spatial Structures. Vol. 7 (2001), pp.26-32. In Chinese.

Google Scholar

[3] Bilal M Ayyub. Journal of Structural Engineering, ASCE. Vol. 116 (1990), pp.1491-1506.

Google Scholar

[4] Xi-Ling Lu, Si-Ming Yin, Xi-Liang Liu. in: Modern Prestressed Steel Structures. edited by China Communication Press Publishing, Beijing (2003), in press.

Google Scholar

[5] Wei-Xian Peng, Chun-Lei Chen, Ji Liang, Zhong-Liang Xie. Structural Engineers. Vol. 21 (2005), pp.30-33. In Chinese.

Google Scholar

[6] Jian-Min Tang, Jia-Shou Zhuo. Chinese Journal of Computational Mechanics, Vol. 16 (1999), pp.483-488. In Chinese.

Google Scholar

[7] Jian-Dong Wei, Zhong-Yu Liu. Chinese Journal of Computational Mechanics. Vol. 20 (2003), pp.495-499. In Chinese.

Google Scholar

[8] M Aufaure. Computers & Structures. Vol. 74 (2000), pp.243-251.

Google Scholar

[9] Qing-Shan Yang, Yi-Nan Jiang, in: Analysis and Design of Tensioned Cable-membrane Structures. edited by Science Press Publishing, Beijing (2004), in press.

Google Scholar

[10] Jian-Min Tang, Zu-Yan Shen. Chinese Journal of Computational Mechanics. Vol. 16 (1999), pp.143-149. In Chinese.

Google Scholar