1 |
Almannai, A., Basar, Y. and Mungan, I. (1981), "Basic aspects of buckling of cooling-tower shells", J. Struct. Div., ST3, 521-534.
|
2 |
Armitt, J. (1980), "Wind loading on cooling tower", J. Struct. Div., ST3, 623-641.
|
3 |
BTR VGB'Richtlinie Bautechnik bei Kühltürmen (1990), VGB Technische Vereinigung der Groakraftwerksbetreiber e.V., Essen.
|
4 |
Cole, P.P., Abel, J.F. and Billington, D.P. (1975), "Buckling of cooling-tower shells: state-of-the-art", J. Struct. Div., ST6, 1185-1203.
|
5 |
DL/T 5339-2006 (2006), Code for hydraulic design of fossil fuel power plants, Development and Reform Commission, P.R.C.
|
6 |
GB/T 50102-2003 (2003), Code for design of cooling for industrial recirculating water, Ministry of Construction, P.R.C.
|
7 |
Goudarzi, M.A. and Sabbagh-Yazdi, S. (2008), "Modeling wind ribs effects for numerical simulation external pressure load on a cooling tower of KAZERUN power plant-IRAN", Wind Struct., 11(6), 479-496.
DOI
|
8 |
Langhaar, H.L., Boresi, A.P., Miller, R.E. and Bruegging, J.J. (1970), "Stability of hyperboloidal cooling tower", J. Eng. Mech. Div., Proc. of the American Society of Civil Engineers, EM5, 753-779.
|
9 |
Mungan, I. (1976), "Buckling stress states of hyperboloidal shells", J. Struct. Div., ST10, 2005-2020.
|
10 |
Noh, H.C. (2006), "Nonlinear behavior and ultimate load bearing capacity of reinforced concrete natural draught cooling tower shell", Eng. Struct., 28, 399-410.
DOI
ScienceOn
|
11 |
Noorzaei, J., Naghshineh, A., Abdul, M.R., Thanoon, W.A. and Jaafar, M.S. (2006), "Nonlinear interactive analysis of cooling tower–foundation–soil interaction under unsymmetrical wind load", Thin-Wall. Struct., 44, 997-1005.
DOI
ScienceOn
|
12 |
Niemann, H.J. (1980), "Wind effects on cooling tower", J. Struct. Div., ST3, 643-661.
|
13 |
Niemann, H.J. and Kopper, H.D. (1998), "Influence of adjacent buildings on wind effects on cooling towers", Eng. Struct., 20(10), 874-880.
DOI
ScienceOn
|
14 |
Orlando, M. (2001), "Wind-induced interference effects on two adjacent cooling towers", Eng. Struct., 23, 979- 992.
DOI
ScienceOn
|
15 |
Waszczyszyn, Z., Pabisek, E., Pamin, J. and Radwan'ska, M. (2000), "Nonlinear analysis of a RC cooling tower with geometrical imperfections and a technological cut-out", Eng. Struct., 22, 480-489.
DOI
ScienceOn
|
16 |
Regles Professionelles applicable a la Construction des s en (1980), Texte Provisoire, SNBATI.
|
17 |
Sun, T.F. and Gu, Z.F. (1995), "Interference between wind loading on group of structures", J. Wind Eng. Ind. Aerod., 54/55, 213-225.
DOI
|
18 |
Viladkar, M.N., Karisiddappa, Bhargava, P. and Godbole, P.N. (2006), "Static soil–structure interaction response of hyperbolic cooling towers to symmetrical wind loads", Eng. Struct., 28, 1236-1251.
DOI
ScienceOn
|
19 |
Zahlten, W. and Borri, C. (1998), "Time-domain simulation of the non-linear response of cooling tower shells subjected to stochastic wind loading", Eng. Struct., 20(10), 881-889.
DOI
ScienceOn
|