Effect of unsteady wind flow on galloping of tall prismatic structures

Nonlinear Dynamics

Volumn 26, Issue 3, 2001, Pages 231-252

  Abdel Rohman, Mohamed ^a  

^a KUWAIT UNIVERSITY   (Kuwait)

Author keywords

Dynamic stability; Galloping; Perturbation techniques; Structural dynamics; Wind effects

Indexed keywords

CANTILEVER BEAMS; HARMONIC ANALYSIS; INTEGRATION; PERTURBATION TECHNIQUES; RESONANCE; STRUCTURAL ANALYSIS; TIME DOMAIN ANALYSIS; UNSTEADY FLOW; WIND EFFECTS;

GALLOPING; PRISMATIC STRUCTURES;

VIBRATIONS (MECHANICAL);

EID: 0035518275     PISSN: 0924090X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (17)

1. The square prism as an aeroelastic non-linear oscillator
2. Aeroelastic galloping of prismatic bodies
3. Suppression of galloping of bridge tower using tuned mass damper
4. Aeroelastic instability of prisms in turbulent flow
5. Galloping oscillations of prismatic structures
6. Predicting galloping amplitudes
7. Predicting galloping amplitudes: II
8. Effect of turbulence on galloping instability
9. Wind-excited vibration of a square section cantilever beam in smooth flow
10. Galloping of tall prismatic structures: A two dimensional analysis
11. Galloping of tall flexible structures due to smooth flow
12. Response analysis of tall buildings
13. Galloping of squared cantilever beams by the method of multiple scales