1 |
American Society of Civil Engineering (2010), ASCE manuals and reports on engineering practice No.74, Reston, USA.
|
2 |
Australia/New Zealand Standard (2010), Overhead line design-Detailed procedures AS/NZS 7000, Sydeny, Australia.
|
3 |
British Standards Institution (2005), Lattice tower and masts-Part1. Code of practice for loading BS-8100, London, British.
|
4 |
Chen, L. and Letchford, C.W. (2004), "A deterministic-stochastic hybrid model of downbursts and its impact on a cantilevered structure", Eng. Struct., 26(5), 619-629.
DOI
|
5 |
Fujita, T.T. (1985), "The downburst : Microburst and Macroburst: Report of projects NIMROD and JAWS", University of Chicago.
|
6 |
Holmes, J.D. (2008), "Recent developments in the specification of wind loads on transmission lines", J. Wind Eng., 5(1), 8-18.
|
7 |
Holmes, J.D. and Oliver, S.E. (2000), "An empirical model of a downburst", Eng. Struct., 22(9), 1167-1172.
DOI
|
8 |
Holmes, J.D., Baker, C.J., English, E.C. and Choi, E.C.C. (2005), "Wind structure and codification", Wind Struct., 8(4), 235-250.
DOI
|
9 |
Huang, B.C. and Wang, C.J. (2008), The Wind Resistance Analysis Principle and Application in Structure, Tongji University Press, Shanghai, China.
|
10 |
International Electrotechnical Commission(2003), Design criteria of overhead transmission lines, Geneva, Switzerland.
|
11 |
Li, C.X., Li, J.H. and Yu, Z.Q. (2009), "A review of wind-resistant design theories of transmission tower-line system", J. Vib. Shock, 28(10), 15-25.
|
12 |
Lou, W.J., Wang, X. and Jiang, Y. (2009), "Wind-induced responses of a high-rise transmission tower to thunderstorm downbursts", Proceedings of the 7 th Asia-Pacific Conference on Wind Engineering, Taipei.
|
13 |
Magdi F.Ishac and H.Brian White (1995), "Effect of tornado loads on transmission lines", IEEE T. Power Deliver., 10(1), 445-451.
DOI
|
14 |
Mara, T.G., Hong, H.P., Lee, C.S. and Ho, T.C.E. (2016), "Capacity of a transmission tower under downburst wind loading", Wind Struct., 22(1), 65-87.
DOI
|
15 |
National Energy Administration (2012), Technical regulation of design for tower and pole structures of overhead transmission line DL/T 5154-2012, Beijing, China.
|
16 |
Oseguera, R.M. and Bowles, R.L. (1988), "A simple analytic 3-dimensional downburst model based on boundary layer stagnation flow", NASA Technical Memorandum 100632.
|
17 |
Qu, W.L. and Ji, B.F. (2013), Formation and Diffusion of Downburst and Disaster Effect on Transmission Line", Science Press, Beijing, China.
|
18 |
Vicroy, D.D. (1991), A Simple, Analytical, Asymmetric Microburst Model for Downdraft Estimation, NASA Technical Memorandum 104053.
|
19 |
Savory, E., Parke, G.A.R., Zeinoddini, M., Toy, N. and Disney, P. (2001), "Modelling of tornado and microburst-induced wind loading and failure of a lattice transmission tower", Eng. Struct., 23(4), 365-375.
DOI
|
20 |
Shehata, A.Y., El Damattya, A.A. and Savory, E. (2005), "Finite element modeling of transmission line under downburst wind loading", Finite Elem. Anal. Des., 42(1), 71-89.
DOI
|
21 |
Wang, J.W. and Qu, W.L. (2009), "Analysis on the destroyed features of tower-line structures under downburst", Proceedings of the 14th national conference on structural wind engineering, Beijing.
|
22 |
Wood, G.S. and Kwok, K.C.S. (1998), "An empirically derived estimate for the mean velocity profile of a thunderstorm downburst", Proceedings of the 7th AWES Workshop, Aukland.
|