Mechanism of the Dynamic Response Amplification of Cable Transport Lines: Design Applications Based on Cable Tension Signal Analysis

Author:

Bécu Hugo1,Lamarque Claude-Henri2,Ture Savadkoohi Alireza3

Affiliation:

1. Research Engineer, Univ. of Lyon, ENTPE, Ecole Centrale de Lyon, CNRS, LTDS, UMR5513, Vaulx-en-Velin 69518, France (corresponding author).

2. Senior Researcher, Univ. of Lyon, ENTPE, Ecole Centrale de Lyon, CNRS, LTDS, UMR5513, Vaulx-en-Velin 69518, France.

3. Director of Research, Univ. of Lyon, ENTPE, Ecole Centrale de Lyon, CNRS, LTDS, UMR5513, Vaulx-en-Velin 69518, France.

Publisher

American Society of Civil Engineers (ASCE)

Reference33 articles.

1. Babaz M. 2016. “Prédiction des instabilités dynamiques couplées aux non-linéarités dans les lignes de téléportés monocâbles.” Ph.D. thesis LTDS Centrale Lyon.

2. Balmès E. 2005. “Modes and regular shapes: How to extend component mode synthesis theory.” In Proc. 11th DINAME 28th February-4th March 2005 edited by D. A. Rade and V. Steffen Jr. Ouro Preto Brazil: American Board of Cardiovascular Medicine.

3. Balmès E. F. Ravary and D. Langlais. 2004. “Uncertainty propagation in experimental modal analysis.” In Proc. Int. Modal Analysis Conf. 17. Berlin: Springer.

4. On the modal characteristics and stability of translating cable: Application to an overall line of cable transport systems

5. Modal Analysis of a Time-Variable Ropeway System: Model Reduction and Vibration Instability Detection

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