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1 Kollár, L. E., "Wind-tunnel investigation of icing of an inclined cylinder" 53 (53): 849-861, 2010
2 Simiu, E., "Wind effects on structures" Wiley 1996
3 Matsumoto M., "Vortex-induced cable vibration of cable-stayed bridges at high reduced wind velocity" 89 (89): 633-647, 2001
4 Fu, P., "Two-dimensional modeling of the ice accretion process on transmission line wires and conductors" 46 (46): 132-146, 2006
5 Macdonald, J. H. G., "Two-degree-of-freedom inclined cable galloping – Part 2 : Analysis and prevention for arbitrary frequency ratio" 96 (96): 308-326, 2008
6 Macdonald, J. H. G., "Two-degree-of-freedom inclined cable galloping – Part 1 : General formulation and solution for perfectly tuned system" 96 (96): 291-307, 2008
7 Yu, P., "Three-degree-of-freedom model for galloping, Part II : Solutions" ASCE 119 (119): 2426-2448, 1993
8 Yu, P., "Three-degree-of-freedom model for galloping, Part I : Formulation" ASCE 119 (119): 2404-2425, 1993
9 Parkinson, G. V., "The square prism as an aeroelastic non-linear oscillator" 17 : 225-239, 1964
10 Hikami, Y., "Rain-wind induced vibrations of cables in cable stayed bridges" 29 : 409-418, 1988
11 Li, S. Y., "Rain-wind induced in-plane and out-of-plane vibrations of stay cables" ASCE 139 (139): 1688-1698, 2013
12 Latforte, J. L., "Preliminary investigation on effect of wind speed fluctuations on ice accretions grown on fixed and rotating aluminium conductor" 1984
13 Wu, T., "On the excitation mechanisms of rain-wind induced vibration of cables: Unsteady and hysteretic nonlinear features" 122 : 83-95, 2013
14 Den Hartog, J. P., "Mechanical Vibrations" McGraw-Hill 1956
15 Koss, H. H., "Influence of icing on bridge cable aerodynamics" 2013
16 Poots, G., "Ice and snow accretion on structures" Research Studies Press Ltd. 1996
17 Lu, M. L., "Freezing rain simulations for fixed, unheated conductor samples" 39 (39): 2385-2396, 2000
18 Zuo, D., "Field observation of vortex-and rain-wind-induced stay-cable vibrations in a three-dimensional environment" 96 (96): 1124-1133, 2008
19 Cheng, S. H., "Experimental study on the wind-induced vibration of a dry inclined cable-Part II : Proposed mechanisms" 96 (96): 2254-2272, 2008
20 Cheng, S. H., "Experimental study on the wind-induced vibration of a dry inclined cable-Part I : Phenomena" 96 (96): 2231-2253, 2008
21 Koss, H. H., "Experimental study of ice accretion on ciicular cylinders at moderate low temperatures" 104-106 : 540-546, 2012
22 Demartino, C., "Effects of ice accretion on the aerodynamics of bridge cables" 138 : 98-119, 2015
23 Novak, M., "Effect of turbulence on galloping instability" ASCE 100 (100): 27-47, 1974
24 Jones, N. P., "Effect of stay cable vibration on buffeting response" ASCE 1997
25 Alto, P., "EPRI Transmission Line Reference Book: Wind-Induced Conductor Motion" Electric Power Research Institute 1979
26 Matsumoto, M., "Dry galloping characteristics and its mechanism of inclined/yawed cables" 98 (98): 317-327, 2010
27 Stumpf, P., "Determination of aerodynamic forces for iced single and twin-bundled conductors" University of Manitoba 1994
28 Gimsing, N. J., "Cable supported bridge: Concept and design" Wiley 2012
29 Farzaneh, M., "Atmospheric icing of power networks" Springer 2008
30 H. Gjelstrup, "An evaluation of iced bridge hanger vibrations through wind tunnel testing and quasi-steady theory" 한국풍공학회 15 (15): 385-407, 2012
31 S.Y. Li, "Aerodynamic stability of stay cables incorporated with lamps: a case study" 한국풍공학회 18 (18): 83-101, 2014
32 Demartino, C., "Aerodynamic stability of ice-accreted bridge cables" 52 : 81-100, 2015
33 Macdonald, J. H. G., "A unified approach to aerodynamic damping and drag/lift instabilities, and its application to dry inclined cable galloping" 22 (22): 229-252, 2006
34 Gjelstrup, H., "A quasi-steady 3 degree-of-freedom model for the determination of the onset of bluff body galloping instability" 27 (27): 1021-1034, 2011
35 Flamand, O., "A comparison between dry cylinder galloping and rain-wind induced vibration" 2009