Stress Cycle Assessment of Cables under Wind-Induced Vibrations: A General Probabilistic Approach
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-2159-7.pdf
Reference48 articles.
1. Argentini T, Rosa, L, Zasso, A (2016) Wind-induced vibrations of the stay cables of a roundabout flyover: Assessment, repair, and countermeasures. Journal of Performance of Constructed Facilities 30:04016046, DOI: https://doi.org/10.1061/(ASCE)CE1943-5509.0000897
2. Bean MJ (2006) Bending fatigue performance of small-scale stay cables. MSc Thesis, University of Texas at Austin, Austin, TX, USA
3. Beltran, JF, De Vico E (2015) Assessment of static rope behavior with asymmetric damage distribution. Engineering Structures 86:84–98, DOI:10.1016/j.engstruct.2014.12.026
4. Beltran, JF, Vargas, D (2012) Effect of broken rope components distribution throughout rope cross-section on polyester rope response: Numerical approach. International Journal of Mechanical Sciences 64:32–46
5. Caracoglia L, Giaccu, G, Barbiellini, B (2017) Estimating the standard deviation on eigenvalue distributions for the nonlinear free-vibration stochastic dynamics of cable networks. Acta Mechanica 52:197–211, DOI: https://doi.org/10.1007/s11012-016-0388-0
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