1 |
Abel, J.F., Billington, D.P., Nagy, D.A. and Wiita-Dworkin, C. (1982), "Buckling of cooling towers", J. Struct. Div., 108(10), 2162-2174.
|
2 |
ACI Standard, Manual of Concrete Practice, (1992), Reinforced concrete tower shells: practice and commentary (ACI 334.2R-91), American Concrete Institute, Detroit.
|
3 |
Andres, M. and Harte, R. (2006), "Buckling of concrete shells: a simplified numerical approach", Int. J. Assoc. Shell Spatial Struct., 47(3).
|
4 |
Armitt, J. (1980), "Wind loading on cooling towers", J. Struct. Div., 106(3), 623-641.
|
5 |
British Standard (1996), Code of practice for structural design and construction - Water Cooling Towers (BS 4485 Part 4), British Standard Institution, London.
|
6 |
Cole, P.P., Abel, J.F. and Billington, D.P. (1975a), "Buckling of cooling-tower shells: state-of-the-art", J. Struct. Div., 101(6), 1185-1203.
|
7 |
Cole, P.P., Abel, J.F. and Billington, D.P. (1975b), "Buckling of cooling-tower shells: bifurcation results", J. Struct. Div., 101(6), 1205-1222.
|
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 |
Harnach, R. and Niemann, H.J. (1980), "Influence of realistic mean wind loads on the static response and the design of high cooling towers", Eng. Struct., 2(1), 27-34.
DOI
ScienceOn
|
10 |
Mang, H.A., Floegl, H., Trappel, F. and Walter, H. (1986), "Wind loaded reinforced-concrete cooling towers: buckling or ultimate load?", J. Struct. Eng., 5(3), 163-180.
|
11 |
Mungan, I. (1982), "Buckling of reinforced concrete cooling tower shells: BSS approach", ACI Struct. J.,79(5), 387-391.
|
12 |
Niemann, H.J. (1980), "Wind effects on cooling-tower shells", J. Struct.Div., 106(3), 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 |
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
|
15 |
Orlando, M. (2001), "Wind-induced interference effects on two adjacent cooling towers", Eng. Struct., 23(8), 979-992.
DOI
ScienceOn
|
16 |
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
|
17 |
Sun, T.F. and Zhou, L.M. (1983), "Wind pressure distribution around a ribless hyperbolic cooling tower", Journal of Wind Engineering and Industrial Aerodynamics, 14(1-3), 181-192.
DOI
ScienceOn
|
18 |
Zhao, L. and Ge, Y.J. (2010), "Wind loading characteristics of super-large cooling towers", Wind Struct., 13(3), 257-273.
DOI
ScienceOn
|
19 |
John, A.D., Singla, G., Uphadyay, A. and Gairola, A. (2011), "Wind induced interference effect on rigid model of cooling tower", Proceedings of the 13th International Conference on Wind Engineering, Amsterdam, July.
|
20 |
NDRC (2006), Code for hydraulic design of fossil fuel power plants, DL/T 5339-2006, National Development and Reform Commission, Beijing. (in Chinese).
|
21 |
VGB-Guideline (2005), Structural design of cooling tower-technical guideline for the structural design, computation and execution of cooling towers (VGB-R 610Ue), BTR Bautechnik bei Kuhlturmen, Essen.
|