Galloping of a Wind-Excited Tower Under Internal Parametric Damping

[1]  A. Luongo,et al.  Bifurcation and stability of a two-tower system under wind-induced parametric, external and self-excitation , 2012 .

[2]  Alan G. Davenport,et al.  Aeroelastic Instability of Prisms in Turbulent Flow , 1970 .

[3]  Mohamed Abdel-Rohman,et al.  Effect of Unsteady Wind Flow on Galloping of Tall Prismatic Structures , 2001 .

[4]  M. Novak.  Aeroelastic Galloping of Prismatic Bodies , 1969 .

[5]  Tudor Sireteanu,et al.  On the response of small buildings to vibrations , 2013 .

[6]  B. F. Spencer,et al.  STATE OF THE ART OF STRUCTURAL CONTROL , 2003 .

[7]  G. V. Parkinson,et al.  THE SQUARE PRISM AS AN AEROELASTIC NON-LINEAR OSCILLATOR , 1964 .

[8]  Mohamed Belhaq,et al.  On the quasiperiodic galloping of a wind-excited tower , 2013 .

[9]  Wl L. Qu,et al.  Dynamic analysis of wind-excited truss tower with friction dampers , 2001 .

[10]  Jon Juel Thomsen,et al.  Vibrations and Stability , 2021 .

[11]  Angelo Luongo,et al.  Parametric, external and self-excitation of a tower under turbulent wind flow , 2011 .

[12]  I. Blekhman.  Vibrational Mechanics: Nonlinear Dynamic Effects, General Approach, Applications , 2000 .

[13]  Lap-Loi Chung,et al.  Optimal design formulas for viscous tuned mass dampers in wind‐excited structures , 2013 .

[14]  M. Belhaq,et al.  Periodic and quasiperiodic galloping of a wind-excited tower under external excitation , 2013 .

[15]  Ali H. Nayfeh,et al.  Analysis of galloping responses in cantilever beams , 1991 .