1 Sun, T. F., "Without ribs the elliptic wind pressure distribution of the cooling tower full size measurement and wind tunnel study" 12 (12): 12-17, 1983
2 Bennett, M., "Vibration mitigation measures in cable stayed bridges" 996 (996): 64-68, 2011
3 "VGB-R610Ue, VGB-Guideline: Structural Design of Cooling Tower - Technical Guideline for the Structural Design, Computation and Execution of Cooling Towers"
4 Zou, Y. F., "Three-dimensional effect of wind load on the single tower of the special large cooling tower, and its design value" 32 (32): 76-82, 2015
5 Gunn, R., "The terminal fall velocity for water droplets in stagnant air" 6 (6): 243-248, 1949
6 Mcfarquhar, G. M., "The raindrop mean free path and collision rate dependence on rainrate for three-peak equilibrium and Marshall-Palmer distributions" 48 (48): 1999-2004, 2010
7 S.T. Ke, "The influence of self-excited forces on wind loads and wind effects for super-large cooling towers" Elsevier BV 132 : 125-135, 2014
8 Marshall, J. S., "The distribution of raindrops with size" 5 (5): 165-166, 1948
9 Rigby, E. C., "The development of the size distribution of raindrops during their fall" 11 (11): 362-372, 2010
10 Li, H. N., "Study on wind(rain)induced vibration response and stability of transmission tower system" 41 (41): 31-38, 2008
1 Sun, T. F., "Without ribs the elliptic wind pressure distribution of the cooling tower full size measurement and wind tunnel study" 12 (12): 12-17, 1983
2 Bennett, M., "Vibration mitigation measures in cable stayed bridges" 996 (996): 64-68, 2011
3 "VGB-R610Ue, VGB-Guideline: Structural Design of Cooling Tower - Technical Guideline for the Structural Design, Computation and Execution of Cooling Towers"
4 Zou, Y. F., "Three-dimensional effect of wind load on the single tower of the special large cooling tower, and its design value" 32 (32): 76-82, 2015
5 Gunn, R., "The terminal fall velocity for water droplets in stagnant air" 6 (6): 243-248, 1949
6 Mcfarquhar, G. M., "The raindrop mean free path and collision rate dependence on rainrate for three-peak equilibrium and Marshall-Palmer distributions" 48 (48): 1999-2004, 2010
7 S.T. Ke, "The influence of self-excited forces on wind loads and wind effects for super-large cooling towers" Elsevier BV 132 : 125-135, 2014
8 Marshall, J. S., "The distribution of raindrops with size" 5 (5): 165-166, 1948
9 Rigby, E. C., "The development of the size distribution of raindrops during their fall" 11 (11): 362-372, 2010
10 Li, H. N., "Study on wind(rain)induced vibration response and stability of transmission tower system" 41 (41): 31-38, 2008
11 Ke, S. T., "Study on the absorption wind vibration coefficient of super-large cooling tower considering the ventilation rate of Venetian blinds" 39 (39): 36-44, 2018
12 Zhang, Q. C., "Static bifurcation of rain-wind-induced vibration of stay cable" 59 (59): 729-734, 2010
13 Ke, S. T., "Stability and reinforcement analysis of super large exhaust cooling towers based on a wind tunnel test" 141 (141): 04015066-, 2015
14 Wu, J. K., "Review and prospect of structural analysis of large cooling towers" 18 (18): 1-5, 1996
15 Mcfarquhar, G. M., "Raindrop size distribution and evolution" 191 : 49-60, 2016
16 Hodson, M. C., "Raindrop size distribution" 25 (25): 1070-1074, 1986
17 Shen, G. H., "Numerical simulation of wind load on inner surface of large hyperbolic cooling tower" 43 (43): 104-108, 2011
18 Chen, B. W., "Numerical simulation of wind and rain pressure on low building surface" Harbin Institute of Technology 2009
19 GB 50009-2012, "Load code for the design of building structures"
20 S.T. Ke, "Influence of ventilation rate on the aerodynamic interference between two extra-large indirect dry cooling towers by CFD" 한국풍공학회 20 (20): 449-468, 2015
21 Jun-Feng Zhang, "Influence of latitude wind pressure distribution on the responses of hyperbolodial cooling tower shell" 한국풍공학회 16 (16): 579-601, 2013
22 Niemann, H. J., "Influence of adjacent buildings on wind effects on cooling towers" 20 (20): 874-880, 1998
23 "GB/T 50102-2014, Code for design of cooling for industrial recirculating water"
24 Xing Fu, "Fragility analysis and estimation of collapse status for transmission tower subjected to wind and rain loads" Elsevier BV 58 : 1-10, 2016
25 Jiang, F., "Fluent Advanced Application And Case Analysis" Tsinghua University Press 2008
26 Wang, Z. Y., "Extreme dynamic responses of mw-level wind turbine tower in the strong typhoon considering wind-rain loads" 3 : 133-174, 2013
27 X. Chen, "Extreme Wind Loads on Super-Large Cooling Towers" International Association for Shell and Spatial Structures 57 (57): 49-58, 2016
28 Xin, D. B., "Experimental study on wind-induced vortex-induced vibration of girders of long-span Bridges" 32 (32): 1168-1172, 2011
29 Dabo Xin, "Experimental study on static characteristics of the bridge deck section under simultaneous actions of wind and rain" Elsevier BV 107-108 : 17-27, 2012
30 M.A. Goudarzi, "Effects of modeling strategy on computational wind pressure distribution around the cooling tower’s" 한국풍공학회 14 (14): 81-84, 2011
31 "DL/T 5339-2006, Code for hydraulic design of fossil fuel power plants"
32 B. Blocken, "Comparison of calculation models for wind-driven rain deposition on building facades" Elsevier BV 44 (44): 1714-1725, 2010
33 Yang, J. T., "CFD simulation of wind-driven rain and calculation method of average rain load" 29 (29): 600-606, 2011
34 ANSYS, "Ansys Fluent Theory Guide" ANSYS Inc 2011
35 Douvi, E., "Aerodynamic performance investigation under the influence of heavy rain of a NACA 0012 airfoil for wind turbine applications" 6 (6): 1-8, 2012
36 L. Y. Wang, "Active stiffness control of wind-rain-induced vibration of prototype stay cable" Wiley 74 (74): 80-100, 2008
37 Liu, S., "3D numerical simulation of wind-driven rain on bridge deck sections based on eulerian multiphase model" 34 (34): 63-71, 2017