Aerodynamic stability of iced stay cables on cable-stayed bridge
暂无分享,去创建一个
Teng Wu | Tao Huang | Zhengqing Chen | Shouying Li | Zhengqing Chen | Teng Wu | Zhengqing Chen | Teng Wu | Shouying Li | Tao Huang | Tao Huang
[1] Gl Larose,et al. Experimental study on the wind-induced vibration of a dry inclined cable—Part I: Phenomena , 2008 .
[2] László E. Kollar,et al. Wind-tunnel investigation of icing of an inclined cylinder , 2010 .
[3] John H G Macdonald,et al. Two-degree-of-freedom inclined cable galloping: Part 2. Analysis and prevention for arbitrary frequency ratio , 2008 .
[4] Hiroshi Tanaka,et al. Effect of Turbulence on Galloping Instability , 1974 .
[5] Tomomi Yagi,et al. Vortex-induced cable vibration of cable-stayed bridges at high reduced wind velocity , 2001 .
[6] Holger Koss,et al. Experimental study of ice accretion on circular cylinders at moderate low temperatures , 2012 .
[7] Christos T. Georgakis,et al. A quasi-steady 3 degree-of-freedom model for the determination of the onset of bluff body galloping instability , 2011 .
[8] Nicholas P. Jones,et al. Field observation of vortex-and rain-wind-induced stay-cable vibrations in a three-dimensional environment , 2008 .
[9] Z. Q. Chen,et al. Aerodynamic stability of stay cables incorporated with lamps: a case study , 2014 .
[10] John H G Macdonald,et al. Two-degree-of-freedom inclined cable galloping—Part 1: General formulation and solution for perfectly tuned system , 2008 .
[11] N. Popplewell,et al. Three-Degree-of-Freedom Model for Galloping. Part I: Formulation , 1993 .
[12] G. V. Parkinson,et al. THE SQUARE PRISM AS AN AEROELASTIC NON-LINEAR OSCILLATOR , 1964 .
[13] Tomomi Yagi,et al. Dry galloping characteristics and its mechanism of inclined/yawed cables , 2010 .
[14] Ahsan Kareem,et al. Rain-Wind-Induced In-Plane and Out-of-Plane Vibrations of Stay Cables , 2013 .
[15] N. Popplewell,et al. Three‐Degree‐of‐Freedom Model for Galloping. Part II: Solutions , 1993 .
[16] John H G Macdonald,et al. A unified approach to aerodynamic damping and drag/lift instabilities, and its application to dry inclined cable galloping , 2006 .
[17] Masoud Farzaneh,et al. Two-dimensional modelling of the ice accretion process on transmission line wires and conductors , 2006 .
[18] N. Popplewell,et al. Freezing Rain Simulations for Fixed, Unheated Conductor Samples , 2000 .
[19] Francesco Ricciardelli,et al. Aerodynamic stability of ice-accreted bridge cables , 2015 .
[20] Ahsan Kareem,et al. On the excitation mechanisms of rain–wind induced vibration of cables: Unsteady and hysteretic nonlinear features , 2013 .
[21] Allan Larsen,et al. An evaluation of iced bridge hanger vibrations through wind tunnel testing and quasi-steady theory , 2012 .
[22] Naruhito Shiraishi,et al. Rain-wind induced vibrations of cables stayed bridges , 1988 .
[23] Shaohong Cheng,et al. Experimental study on the wind-induced vibration of a dry inclined cable—Part II: Proposed mechanisms , 2008 .
[24] Holger Koss,et al. Effects of ice accretion on the aerodynamics of bridge cables , 2015 .