Abstract
In this work, we present the results of a quasi-static simulation of a ropeway. The mathematical background is sketched, and the system of equations is solved numerically for a typical example. The whole computational problem is immediately parallelizable and therefore fast executable. It represents the first approximation of an exact time-dependent calculation.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Brownjohn JMW (1998) Dynamics of an aerial cableway system. Eng Struct 20(9):826–836
Bryja D, Knawa M (2011) Computational model of an inclined aerial ropeway and numerical method for analyzing nonlinear cable-car interaction. Comput Struct 98:1895–1905
Renezeder H Chr (2006) On the dynamics of an axially moving cable with application to ropeways. Dissertation TU Wien
Li C, He J, Zhang Z, Liu Y, Ke H, Dong C, Li H (2018) An improved analytical algorithm on main cable system of suspension bridge. Appl Sci 8(8):1358
Lässer Th (2016) Das Dynamische Verhalten von Seilbahnfahrzeugen in Wechselwirkung mit der Dynamik der Seile. Dissertation TU Wien
CEN-Norm (2009) Sicherheitsanforderungen für Seilbahnen für den Personenverkehr, Amtsblatt der EU C51
Czitary E (1962) Seilschwebebahnen, 2nd edn. Springer, Wien
Sofi A (2013) Nonlinear in-plane vibrations of inclined cables carrying moving oscillators. J Sound Vib 332:1712–1724
Arena A, Carboni B, Angeletti F, Babaz M, Lacarbonara W (2019) Ropeway roller batteries dynamics, modeling, identification, and full-scale validation. Eng Struct 180:793–808
Ferretti M, Piccardo G (2013) Dynamic modeling of taut strings carrying a traveling mass. Contin Mech Thermodyn 25:469–488
Wu J-S, Chen C-C (1989) The dynamic analysis of a suspended cable due to a moving load. Int J Num Methods Eng 28:2361–2381
Petrova R, Karapetkov St, Dechkova S, Petrov Pl (2011) Mathematical simulation of cross-wind vibrations in a mono-cable chair ropeway. Proc Eng 14:2459–2467
Sofi A, Muscolino G (2007) Dynamic analysis of suspended cables carrying moving oscillators. Int J Solids Struct 44:6725–6743
Wang L, Rega G (2010) Modelling and transient planar dynamics of suspended cables with moving mass. Int J Solids Struct 47:2733–2744
Yi Z, Wang Z, Zhou Y, Stanciulescu I (2017) Modeling and vibratory characteristics of a mass-carrying cable system with multiple pulley supports in span range. Appl Math Model 49:59–68
Irvine HM, Caughey TK (1974) The linear theory of free vibrations of a suspended cable. Proc R Soc London A 341:299–315
Wenin M, Irschara M, Obexer S, Bertotti M L, Modanese G (2019) Cable railway simulation: a two–span oscillator model. In: Öchsner A, Altenbach H (eds) Engineering design applications. Advanced structured materials, vol 92. Springer, Berlin
Acknowledgements
M. Wenin acknowledges financial support by the “Amt für Innovation, Forschung und Universität” Bozen, Südtirol, Italy.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2022 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this chapter
Cite this chapter
Wenin, M., Bertotti, M.L., Modanese, G. (2022). Quasi-Static Ropeway Simulation Using Parallel Computing. In: Öchsner, A., Altenbach, H. (eds) Engineering Design Applications IV. Advanced Structured Materials, vol 172. Springer, Cham. https://doi.org/10.1007/978-3-030-97925-6_8
Download citation
DOI: https://doi.org/10.1007/978-3-030-97925-6_8
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-97924-9
Online ISBN: 978-3-030-97925-6
eBook Packages: EngineeringEngineering (R0)