Characteristics of wind loading on internal surface and its effect on wind-induced responses of a super-large natural-draught cooling tower |
Zou, Yun-feng
(School of Civil Engineering, Central South University)
Fu, Zheng-yi (School of Civil Engineering, Central South University) He, Xu-hui (School of Civil Engineering, Central South University) Jing, Hai-quan (School of Civil Engineering, Central South University) Li, Ling-yao (School of Civil Engineering, Central South University) Niu, Hua-wei (Wind Engineering Research Center, Hunan University) Chen, Zheng-qing (Wind Engineering Research Center, Hunan University) |
1 | Zhang, J.F., Ge, Y.J., Zhao, L. and Zhu, B. (2017), "Wind induced dynamic responses on hyperbolic cooling tower shells and the equivalent static wind load", J. Wind Eng. Ind. Aerod., 169, 280-289. https://doi.org/10.1016/j.jweia.2017.08.002. DOI |
2 | Bamu, P.C. and Zingoni, A. (2005), "Damage, deterioration and long-term structural performance of cooling-tower shells: A survey of developments over the past 50 years", J. Eng. Struct., 27, 1794-1800. https://doi.org/10.1016/j.engstruct.2005.04.020. DOI |
3 | Bao, K.Y., Shen, G.H. and Sun, B.N. (2009), "Numerical simulation of mean wind load on large hyperbolic cooling tower", Acta Aerod. Sinica, 27(6), 650-655. (in Chinese) DOI |
4 | C. E. G. B. (1965), "Report of the committee of inquiry into the collapse of cooling towers at Ferrybridge on November 7, 1965", UK: Central Electricity Generating Board. https://trove.nla.gov.au/version/25162701. |
5 | Cheng, X.X., Zhao, L., Ge, Y.J., Dong, J. and Demaritino, C. (2017), "A comprehensive high Reynolds number effects simulation method for wind pressures on cooling tower models", Wind Struct., 24(2), 119-144. https://doi.org/10.12989/was.2017.24.2.119. DOI |
6 | Diver, M. (1977), "Large cooling towers the present trend", J. Struct.Engineer, 10(55), 130-137. |
7 | Hashish, M.G. and Abu-Sitta, S.H. (1974), "Response of hyperbolic cooling towers to turbulent wind", J. Struct. Eng., 100(5), 1037-1051. |
8 | Harnach, R. and Niemann, H.J. (1980), "The influence of realistic mean wind loads on the static response and the design of high cooling towers", Eng. Struct., 2, 27-34. https://doi.org/10.1016/0141-0296(80)90026-7. DOI |
9 | Kawarabata, Y., Nakae, S. and Harada, M. (1983), "Some aspects of the wind design of cooling towers", J. Wind Eng. Ind. Aerod., 14, 167-180. https://doi.org/10.1016/0167-6105(83)90020-X. DOI |
10 | Kasperski, M. and Niemann, H.J. (1988), "On the correlation of dynamic wind loads and structural response of natural-draught cooling towers", J. Wind Eng. Ind. Aerod., 30(2), 67-75. https://doi.org/10.1016/0167-6105(88)90072-4. DOI |
11 | Ke, S.T., Ge, Y.J. and Zhao, L. (2012), "A new methodology for analysis of equivalent static wind loads on super-large cooling towers". J. Wind Eng. Ind. Aerod., 111, 30-39. https://doi.org/10.1016/j.jweia.2012.08.001. DOI |
12 | Ke, S.T., Liang, J., Zhao, L. and Ge, Y.J. (2015), "Influence of ventilation rate on the aerodynamic interference between two extra-large indirect dry cooling towers by CFD", Wind Struct., 20(3), 449-468. http://dx.doi.org/10.12989/was.2015.20.3.449. DOI |
13 | Ke, S.T., Wang, H. and Ge, Y.J. (2017a), "Multi-dimensional extreme aerodynamic load calculation in super-large cooling towers under typical four-tower arrangements", Wind Struct., 25(2), 101-129. http://dx.doi.org/10.12989/was.2017.25.2.101. DOI |
14 | Ke, S.T., Wang, H. and Ge, Y.J. (2017b), "A study on the average wind load characteristics and wind-induced responses of a super-large straight-cone steel cooling tower", Wind Struct., 25(5), 91-109. http://dx.doi.org/10.12989/was.2017.25.5.433. |
15 | Ke, S.T., Du, L.Y., Ge, Y.J., Yang, Q., Wang, H. and Tamura, Y. (2018a), "A study on the action mechanism of internal pressures in straight-cone steel cooling tower under two-way coupling between wind and rain". Wind Struct., 27(1), 65-74. http://dx.doi.org/10.12989/was.2018.27.1.011. |
16 | Ministry of construction of the people's Republic of China, GB/T 50102-2003 (2003), "Code for design of cooling for industrial recalculating water". Beijing, China Planning Press. |
17 | Ke, S.T, Du, L.Y., Ge, Y.J. and Tamura, Y. (2018b), "Multi-dimensional wind vibration coefficients under suction for ultra-large cooling towers considering ventilation rates of louvers", Struct. Eng. Mech., 66(2), 14-21. https://doi.org/10.12989/sem.2018.66.2.273. |
18 | Karakas, A, Ozgan, K. and Daloglu, A.T. (2016), "A consistent FEM-Vlasov model for hyperbolic cooling towers on layered soil under unsymmetrical wind load", Wind Struct., 22(6), 617-633. http://dx.doi.org/10.12989/was.2016.22.6.617. DOI |
19 | Li, P.F., Zhao, L. and Ge, Y.J. (2008), "Investigation on wind load characteristics for super large cooling tower in wind tunnel", Eng. Mech., 25(6), 60-67. (in Chinese) |
20 | Nimeann, H.J. and Zerna, W. (1986), "Impact of research on development of large cooling towers", J. Eng. Struct., 8, 74-86. https://doi.org/10.1016/0141-0296(86)90023-4. DOI |
21 | People's Republic of China Ministry of Construction, GB50009-2012 (2012), "Load code for the design of building structures", Beijing, China Building Industry Press, (in Chinese) |
22 | Sollenberger, N.J. and Billington, D.P. (1980), "Wind loading and response of cooling towers", J. Struct. Div. - ASCE, 103(3), 601-621. DOI |
23 | Scanlan, R.H. and Leonard, J.F. (1982), "Turbulent winds and pressure effects around a rough cylinder at high Reynolds number", J. Wind Eng. Ind. Aerod., 9, 207-236. https://doi.org/10.1016/0167-6105(82)90016-2. DOI |
24 | Shen, G.H., Zhang, C.S. and Sun, B.N. (2011a), "Numerical simulation of wind load on inner surface of large hyperbolic cooling tower", J. Harbin Inst. Technol., 43(4), 104-108. (in Chinese) |
25 | The people's Republic of China National Development and Reform Commission, NDGJ5-88 (2006), "Technical specification for hydraulic design of thermal power plant". Beijing: China Electric Power Press, (in Chinese). |
26 | Shen, G.H., Yu, G.P. and Sun, B.N. (2011b), "Analysis of wind load on large hyperbolic cooling tower considering interaction between internal and external pressure", Acta Aerod. Sinica, 29(4), 339-446. (in Chinese) |
27 | Sun, T.F. and Zhou, L.M. (1983), "Wind pressure distribution around a ribless hyperbolic cooling tower", J. Wind Eng. Ind. Aerod., 14(1-3), 181-192. https://doi.org/10.1016/0167-6105(83)90021-1. DOI |
28 | Technical Guideline for the Structural Design, Computation and Execution of Cooling Towers (2005), Structural Design of Cooling Towers(VGB-R 610Ue). German. |
29 | Zhao, L. and Ge, Y.J. (2010), "Wind loading characteristics of super-large cooling towers", Wind Struct., 13(3), 257-273. DOI |
30 | Zhao, L., Ge, Y.J. and Kareem, A. (2017), "Fluctuating wind pressure distribution around full-scale cooling towers", J. Wind Eng. Ind. Aerod., 165, 34-45. https://doi.org/10.1016/j.jweia.2017.02.016. DOI |
31 | Zou, Y.F., He, X.H., Jing, H.Q., Zhou, S., Niu, H.W. and Chen, Z.Q. (2018), "Characteristics of wind-induced displacement of super-large cooling tower based-on continuous medium wind tunnel test", J. Wind Eng. Ind. Aerod., 180, 201-212. https://doi.org/10.1016/j.jweia.2018.08.001. DOI |
32 | Zhang, J.F., Ge, Y.J. and Zhao, L. (2013), "Influence of latitude wind pressure distribution on the responses of hyperbolodial cooling tower shell", Wind Struct., 16(6), 579-601. http://dx.doi.org/10.12989/was.2013.16.6.579. DOI |