Nonlinear dynamic behaviour of guy cables in turbulent winds

Canadian Journal of Civil Engineering

Volumn 28, Issue 1, 2001, Pages 98-110

  Sparling, B F ^a   Davenport, A G ^a  

^a UNIVERSITY OF SASKATCHEWAN   (Canada)

Author keywords

Cables; Finite element method; Guyed towers; Nonlinear analysis; Structural dynamics; Wind loading

Indexed keywords

ATMOSPHERIC TURBULENCE; CABLES; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; WIND EFFECTS;

GUY CABLES; HORIZONTAL DISPLACEMENTS; TURBULENT WINDS;

SUPPORTS;

DYNAMIC BEHAVIOR; FINITE ELEMENT METHOD; GUYED STRUCTURE; NON-LINEAR DYNAMICS; WIND LOAD;

EID: 0034744512     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/cjce-28-1-98     Document Type: Article

References (18)

1. The wind induced vibration of guyed and self supporting cylindrical columns
2. Dynamic behavior of massive guy-cables
3. Comparison of the predicted and measured dynamic response of structures to wind
4. Free vibrations of inclined cables
5. The linear theory of free vibration of a suspended cable
6. Dynamics of a single guy cable
7. Monofrequent oscillations of a nonlinear model of a suspended cable
8. Dynamic behavior of guys
9. Modal interactions in the non-linear response of elastic cables under parametric/external excitation
10. Nonlinear analysis of cable restrained structures
11. Three-dimensional dynamic response of guyed towers to wind turbulence
12. Dynamic stiffness matrix of sagging cable
13. The dynamics of taut inclined cables
14. Natural frequencies and modes of inclined cables
15. Free vibration of parabolic cables