Effects of stiffening rings on the dynamic properties of hyperboloidal cooling towers |
Zhang, Jun-Feng
(School of Civil Engineering, Zhengzhou University)
Chen, Huai (School of Civil Engineering, Zhengzhou University) Ge, Yao-Jun (Department of Bridge Engineering, Tongji University) Zhao, Lin (Department of Bridge Engineering, Tongji University) Ke, Shi-Tang (Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics) |
1 | Abu-Sitta, S.H. (1973), "Hyperbolic cooling towers", Eng. J., AISC, 56(10): 26-28. |
2 | Babu, G.R., Rajan, S.S., Harikrishna, P., Lakshmanan, N. and Arunachalam, S. (2013), "Experimental determination of wind-induced response on a model of natural draught cooling tower", Exp. Tech., 37(1), 35-46. DOI |
3 | Bosman, P.B., Strickland, I.G. and Prukl, R.P. (1998), "Strengthening of natural draught cooling tower shells with stiffening rings", Eng. Struct., 20(10), 909-914. DOI |
4 | Busch, D., Harte, R. and Niemann, H.J. (1998), "Study of a proposed 200m high natural draught cooling tower at power plant Frimmersdorf/Germany", Eng. Struct., 20(10), 920-927. DOI |
5 | Eckstein, U., Harte, R., Kratzig, W.B. and Wittek, U. (1987), "Simulation of static and kinetic buckling of unstiffened and stiffened cooling tower shells", Eng. Struct., 9(1), 9-18. DOI |
6 | Farell, C., Guven, O. and Maisch, F. (1976), "Mean wind loading on rough-walled cooling towers", J. Eng. Mech. div., ASCE, 102(6), 1059-1081. |
7 | Form, J. (1986), "The ring-stiffened shell of the ISAR II nuclear power plant natural-draught cooling tower", Eng. Struct., 8(3), 199-207. DOI |
8 | Gopinath, S., Iyer, N., Rajasankar, J. and D'Souza, S. (2012), "Nonlinear analysis of RC shell structures using multilevel modelling techniques", Eng. Comput., 29(2), 104-124. DOI ScienceOn |
9 | Goudarzi, M.A. and Sabbagh-Yazdi, S.R. (2008), "Modeling wind ribs effects for numerical simulation external pressure load on a cooling tower of KAZERUN power plant-IRAN", Wind Struct. Int. J., 11(6), 479-496. DOI |
10 | Gould, P.L. and Guedelhoefer, O.C. (1989), "Repair and completion of damaged cooling tower", J. Struct. Eng., ASCE, 115(3), 576-593. DOI |
11 | Harte, R. and Wittek, U. (2009), "Recent developments of cooling tower design", Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium, Spanish, Valencia. |
12 | Ke, S.T., Geb, Y.J., Zhaob, L. and Tamurac, Y. (2012), "A new methodology for analysis of equivalent static wind loads on super-large cooling towers", J. Wind Eng. Ind. Aerodyn., 111(3), 30-39. DOI ScienceOn |
13 | Mahdi, I and Khosrow, B. (2013), "Natural draft steel hyperbolic cooling towers: Optimization and performance evaluation", Struct. Des. Tall Spec. Build., 23(4), DOI: 10.1002/tal.1081. DOI |
14 | Medwadowski, S.J. (2004), "Buckling of concrete shells: An overview", J. Int. Assoc. Shell Spatial Struct., 45(144), 51-63. |
15 | Meschke, G., Huemer, T. and Mang, H. (1999), "Computer-aided retrofitting of a damaged RC cooling tower shell", J. Struct. Eng., 125(3), 328-337. DOI |
16 | Mungan, I. and Lehmkamper, O. (1979), "Buckling of stiffened hyperboloidal cooling towers", J. Struct. div., ASCE, 105(10), 1999-2007. |
17 | Peters, H.L. (1986), "Ring-stiffened shell constructions-a structural alternative or a technical and economic necessity?", Eng. Struct., 8(1),17-24 DOI |
18 | Niemann, H.J. (1980), "Wind effects on cooling-tower shells", J. Struct. Div., ASCE, 106(3), 643-661. |
19 | Niemann, H.J. and Zerna, W. (1986), "Impact of research on development of large cooling towers", Eng. Struct., 8(2), 74-86. DOI |
20 | Noh, H.C. (2006), "Nonlinear behavior and ultimate load bearing capacity of reinforced concrete natural draught cooling tower shell", Eng. Struct., 28(3), 399-410. DOI ScienceOn |
21 | Sabouri-Ghomi, S., Kharrazi, M.H.K. and Javidan, P. (2006), "Effect of stiffening rings on buckling stability of R.C. hyperbolic cooling towers", Thin Wall. Struct., 44(2), 152-158. DOI ScienceOn |
22 | 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. DOI |
![]() |