Numerical simulation and analysis of the effects of water-film morphological changes on the aerodynamic lift of stay cables
暂无分享,去创建一个
[1] Q. Lu,et al. Theoretical analysis of wind-rain induced vibration of cables of cable-stayed bridges , 2001 .
[2] Fernando A. Branco,et al. OSCILLATIONS OF BRIDGE STAY CABLES INDUCED BY PERIODIC MOTIONS OF DECK AND/OR TOWERS , 1996 .
[3] Ian Taylor,et al. Numerical simulation of the airflow–rivulet interaction associated with the rain-wind induced vibration phenomenon , 2011 .
[4] Du Xiao-qing. Testing study on wind pressure distributions of stayed cables with a fixed artificial rivulet , 2005 .
[5] Stephen Wilson,et al. Numerical simulation of rivulet evolution on a horizontal cable subject to an external aerodynamic field , 2010 .
[6] J. Wang,et al. 2D numerical analysis on evolution of water film and cable vibration response subject to wind and rain , 2013 .
[7] Naruhito Shiraishi,et al. Rain-wind induced vibrations of cables stayed bridges , 1988 .
[8] Wenli Chen,et al. An ultrasonic transmission thickness measurement system for study of water rivulets characteristics of stay cables suffering from wind–rain-induced vibration , 2010 .
[9] Hiroki Yamaguchi,et al. Analytical study on growth mechanism of rain vibration of cables , 1988 .
[10] Krzysztof Wilde,et al. Simple model of rain-wind-induced vibrations of stayed cables , 2003 .
[11] Claudio Ceccoli,et al. Rain-wind induced vibration of inclined stay cables. Part I: Experimental investigation and physical explanation , 2003 .
[12] Hiromichi Shirato,et al. Field Ovbservation of The Full-scale Wind-induced Cable Vibration , 2001 .
[13] Pascal Hémon,et al. Thin water film around a cable subject to wind , 2007 .
[14] T. Vrouwenvelder,et al. NUMERICAL MODELLING OF RAIN-WIND-INDUCED VIBRATION: ERASMUS BRIDGE, ROTTERDAM , 1998 .
[15] Hiromichi Shirato,et al. Aerodynamic behavior of inclined circular cylinders-cable aerodynamics , 1990 .
[16] Hui Li,et al. A numerical and experimental hybrid approach for the investigation of aerodynamic forces on stay cables suffering from rain-wind induced vibration , 2010 .
[17] D. Olivari,et al. Wind- and rain-induced oscillations of cables of stayed bridges , 1996 .
[18] Ming Gu,et al. Theoretical and experimental studies on the aerodynamic instability of a two-dimensional circular cylinder with a moving attachment , 2008 .
[19] Yi-Qing Ni,et al. Field observations of rain-wind-induced cable vibration in cable-stayed Dongting Lake Bridge , 2007 .
[20] S. G. Bankoff,et al. Non-isothermal flow of a liquid film on a horizontal cylinder , 1992, Journal of Fluid Mechanics.
[21] Billie F. Spencer,et al. MR damping system on Dongting Lake cable-stayed bridge , 2003, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[22] Ge Yao-jun. Numerical analysis and real-time measurement of water-film on rain-wind induced vibration dable , 2011 .
[23] Hiromichi Shirato,et al. Rain-wind induced vibration of cables of cable-stayed bridges , 1992 .
[24] Ming Gu,et al. Experimental investigation of rain–wind-induced vibration of cables in cable-stayed bridges and its mitigation , 2005 .
[25] Nicholas P. Jones,et al. Full-scale measurements of stay cable vibration , 1999 .
[26] Y L Xu,et al. Analytical study of wind–rain-induced cable vibration: SDOF model , 2003 .
[27] Hiromichi Shirato,et al. Response characteristics of rain-wind induced vibration of stay-cables of cable-stayed bridges , 1995 .
[28] Nicholas P. Jones,et al. Field observation of vortex-and rain-wind-induced stay-cable vibrations in a three-dimensional environment , 2008 .
[29] Suren Chen,et al. Aerodynamic characteristics of an inclined and yawed circular cylinder with artificial rivulet , 2013 .