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On the Plane Geometry Design Method of the Loop-free Hyperbolic Single-layer Cable Structures

  • Structural Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

The plane geometry design of the cable-net structure is the basis for the form-finding and structural design. The loop-free single-layer cable-net structure is a new cable-net scheme, but due to its special and complex shape, it is difficult to determine its plane geometry according to architectural requirements. In this paper, the moving support node method is proposed, which can quickly get the plane geometry of a loop-free single-layer cable-net structure. The form-finding is proceeded based on the existing small elastic modulus method. There are two constraints when using the moving support node method. One is that the projection of all cables is straight line, and the other is that the distance between the two cables of each support node and the inner boundary of the target is equal. The aim is to minimize the sum of the distances from all cables to the inner boundary of the target. Using the plane geometry control parameters and the plane coordinates of the support nodes as decision variables, the plane geometry closest to the target inner and outer boundaries is get through optimization analysis. According to the derivation of the formula, the plane projection shape of a loop-free single-layer cable-net structure is mainly related to three parameters, including the number of supports, the difference between the node numbers of the supports at both ends of each cable, and the target curve equations of the inner and outer boundaries. Finally, taking the roof structure of Linyi Olympic Stadium as an instance, the feasibility of the plane geometry design method of the loop-free single-layer cable-net structures based on the moving support node method is verified.

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References

  • Barnes MR (1999) Form-finding and analysis of tension structures by dynamic relaxation. PhD Thesis. The City University London 14(2):89–104, DOI: https://doi.org/10.1260/0266351991494722

    Google Scholar 

  • Dong SL, Yuan XF, Zhao BJ (2007) Construction analysis of cable-dome structures pretensioned by different schemes. Spatial Structures (1):3–14+25

  • Gao BF, Cui ZS, Huang J, Deng RJ (2002) A study of form-finding methods for membrane structure by nonlinear finite element. Journal of Yanshan University (4):331–334, DOI: https://doi.org/10.3969/j.issn.1007-791X.2002.04.015

  • GB 50009-2012 (2012) Load code for the design of building structures. China Construction Industry Press, Beijing

    Google Scholar 

  • GB 50068-2018 (2018) Unified standard for reliability design of building structures. China Construction Industry Press, Beijing

    Google Scholar 

  • Guo YL (2014) Cable structure system, design principle and construction control. Science press, Beijing, ISBN:978-7-03-042628-4

    Google Scholar 

  • Hu ZY, Wang J, Zhao JD, Chen YY (2018) Experimental study on wheel-spoke crossed cable structures. Advances in Structural Engineering 21(12):136943321877345, DOI: https://doi.org/10.1177/1369433218773456

    Google Scholar 

  • Huang H, Xian YQ, Liu BQ, Ding JS (2015) Analysis on the progressive collapse property of wheel-spoke cable-membrane structure. Journal of Vibration and Shock 34(20):27–36, DOI: https://doi.org/10.13465/j.cnki.jvs.2015.20.006

    Google Scholar 

  • Irvine HM (1981) Cable structures. The MIT Press, Cambridge, MA, DOI: https://doi.org/10.1002/eqe.4290100213

    Google Scholar 

  • JGJ257-2012 (2016) Technical specification for cable structures. China Construction Industry Press, Beijing

    Google Scholar 

  • Lan J, Feng QX, Dong SL, Wang XB (2006) An experimental study on large-span spatial cable-truss tensile structure model. Journal of Building Structures (4):37–43, DOI: https://doi.org/10.3321/j.issn:1000-6869.2006.04.006

  • Ling Y, Ni JY, Antonissen J, Ben Hamouda H, Vande Voorde J, Wahab, MA (2023) Numerical prediction of microstructure and hardness for low carbon steel wire Arc additive manufacturing components. Simulation Modelling Practice and Theory 122:102664, DOI: https://doi.org/10.1016/j.simpat.2022.102664

    Article  Google Scholar 

  • Liu RJ, Xue SD, Cao JJ, Li XY, Liu Y (2022) Analysis on single-layer hyperbolic cable-net structure schemes of the stadium roof. Journal of Building Structures 43(9), DOI: https://doi.org/10.14006/j.jzjgxb.2021.0247

  • Lv B (2022) Experimental study on static performance and construction method of single-layer non inner ring cross cable network structures. Master’s thesis, Beijing University of Technology, Beijing, China

    Google Scholar 

  • Maurin B, Motro R (1999) The surface stress density method as a form finding tool for tensile membrane. Engineering Structures 20(8):712–719, DOI: https://doi.org/10.1016/S0141-0296(97)00108-9

    Article  Google Scholar 

  • Otto F (1967) Tensile structures. The MIT Press, Cambridge, MA Pevrot AH, Goulois AM (1979) Analysis of cable structures. Computers & Structures 10(5):805–813, DOI: https://doi.org/10.1016/0045-7949(79)90044-0

    Google Scholar 

  • Shen ZY, Gao ZF, Zhang QL (1996) Incremental theory for nonlinear analysis of cable net structure geometrical. Journal of Tongji University (Natural Science) (4):357–362

  • Tran-Ngoc H, Khatir S, Le-Xuan T, De Roeck G, Bui-Tien T, Wahab MA (2022) Finite element model updating of a multispan bridge with a hybrid metaheuristic search algorithm using experimental data from wireless triaxial sensors. Engineering with Computers 38(3):1865–1883, DOI: https://doi.org/10.1007/s00366-021-01307-9

    Article  Google Scholar 

  • Wang HX, Wu DH (2004) Shape-finding of cable net and membrane structures by force density method. Journal of Wuhan University of Technology (4):77–79

  • Xia C (2016) Research on the performance analysis and the key technology of design of spoke saddle-shaped single-layer cable net structure. Southeast University, DOI: https://doi.org/10.7666/d.Y3143189

  • Xiao KL, Huang ZJ, Ding JM (2021) Parameter analysis on static stiffness of saddle-shaped sing-layer cable net with elliptical boundary. Journal of Building Structures 42(S1):203–212, DOI: https://doi.org/10.14006/j.jzjgxb.2021.S1.0023

    Google Scholar 

  • Xu XY (2010) Mechanical analysis of Bird-nest-type cable-net structure. MSc Thesis, Hebei University, China

    Google Scholar 

  • Xue SD, Liu RJ, Li XY, Zou Y, Liu Y (2020) Innovation of non-loops cable-supported structures. Spatial Structures 26(4):15–22, DOI: https://doi.org/10.13849/j.issn.1006-6578.2020.04.015

    Google Scholar 

  • Xue SD, Tian XS, Liu Y, Li XY, Liu RJ (2021) Mechanical behavior of single-layer saddle-shape crossed cable net without inner-ring. Journal of Building Structures 42(1):30–38, DOI: https://doi.org/10.14006/j.jzjgxb.2020.0068

    Google Scholar 

  • Yu ZX, Cai HR (2004) The parameters analysis and form-finding of cable-nets structure. Sichuan Building Science (2):13–15

  • Yu YJ, Wu JZ Chen ZH (2016) The beginning of modern tension-hung roofs: Dorton arena. Spatial Structures 22(2):50–58+71, DOI: https://doi.org/10.13849/j.issn.1006-6578.2016.02.050

    Google Scholar 

  • Zhou HT, Yuan J, Li GQ (2007) Form-finding analysis of cable-net structure and its implementation in ANSYS. Journal of Water Resources and Architectural Engineering (4):19–21, DOI: https://doi.org/10.3969/j.issn.1672-1144.2007.04.005

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Acknowledgments

This study was funded by the Natural Science Foundation of Shandong (ZR201911030049), the National Natural Science Foundation of China (grant number 51778017). We appreciate editors and reviewers very much for their constructive comments and suggestions on this paper.

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Correspondence to Renjie Liu.

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Liu, R., Cao, J., Zhao, H. et al. On the Plane Geometry Design Method of the Loop-free Hyperbolic Single-layer Cable Structures. KSCE J Civ Eng 27, 4381–4391 (2023). https://doi.org/10.1007/s12205-023-2382-0

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  • DOI: https://doi.org/10.1007/s12205-023-2382-0

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