References
- American Society of Civil Engineers (ASCE) (1991), Guidelines for electrical transmission line structural loading, ASCE Manuals and Reports on Engineering Practice, No. 74, New York, USA.
- American National Standards Institute (1982), Minimum Design Loads for Buildings and Other Structures, ANSI Standard A58.1-1982, New York, USA.
- ANSI/TIA (2006), Structural Standard for Antenna Supporting Structures and Antennas, ANSI Standard TIA-222-G, Telecommunications Industry Association, Arlington, VA, USA.
- Bayar, D.C. (1986), "Drag coefficients of lattice structures", J. Struct. Eng.-ASCE, 112(2), 417-430. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:2(417)
- British Standards Institution (1972), British Standard Code of Practice CP3: Code of Basic Data for the Design of Buildings, Chapter V: Loading: Part 2: Wind loads, London, UK.
- Carril Jr., C.F., Isyumov, N. and Brasil, R.M.L.R.F. (2003), "Experimental study of the wind forces on rectangular latticed communication towers with antennas", J. Wind Eng. Ind. Aerod., 91(8), 1007-1022. https://doi.org/10.1016/S0167-6105(03)00049-7
- Chay, M.T., Albermani, F. and Wilson, R. (2006), "Numerical and analytical simulation of downburst wind loads", Eng. Struct., 28(2), 240-254. https://doi.org/10.1016/j.engstruct.2005.07.007
- Chen, L. and Letchford, C.W. (2004), "Parametric study on the along-wind response of the CAARC building to downbursts in the time domain", J. Wind Eng. Ind. Aerod., 92(9), 703-724. https://doi.org/10.1016/j.jweia.2004.03.001
- Dempsey, D. and White, H.B. (1996), "The cause of most transmission structure outages in the world is high intensity winds", T&D World Mag., 48(6), 32-42.
- Flachsbart, O. (1932), "Winddruck auf vollwandige bauwerke und gitterfachwerke", Int. Assoc. Bridge Struct. Eng., 1, 153-172.
- Flachsbart, O. and Winter, H. (1934), "Modellversuche ueber die belastung von Gitterfachwerken durch Windkrafte", Der Stahblau, Translated by Scandia Corporation, Report No. AFSWP-464.
- Fujita, T.T. (1985), The Downburst: Microburst and Macroburst, SMRP Research Paper 210, Department of Geophysical Sciences, University of Chicago.
- Fujita, T.T. (1990), "Downbursts: Meteorological features and wind field characteristics", J. Wind Eng. Ind. Aerod., 36(1), 75-86. https://doi.org/10.1016/0167-6105(90)90294-M
- Georgiou, P.N. and Vickery, B.J. (1979), "Wind loads on building frames", Proceedings of the 5th International Conference of Wind Engineering, Fort Collins, CO, USA, July.
- Hangan, H.M., Roberts, D., Xu, Z. and Kim, J. (2003), "Downburst simulations. Experimental and numerical challenges", Proceedings of the 11th International Conference on Wind Engineering, Lubbock, TX, USA, June.
- Holmes, J.D. and Oliver, S.E. (2000), "An empirical model of a downburst", Eng. Struct., 22(9), 1167-1172. https://doi.org/10.1016/S0141-0296(99)00058-9
- Holmes, J.D., Hangan, H.M., Schroeder, J.L., Letchford, C.W. and Orwig, K.D. (2008), "A forensic study of the Lubbock-Reese downdraft of 2002", Wind Struct., 11(2), 137-152. https://doi.org/10.12989/was.2008.11.2.137
- Jacobs, B.E.A. (1978), "Determination of shielding factors for multiple frame structures", Proceedings of the 3rd Colloquium on Wind Engineering, Aachen, Germany.
- Kim, J. and Hangan, H.M. (2007), "Numerical simulation of impinging jets with application to downbursts", J. Wind Eng. Ind. Aerod., 95(4), 279-298. https://doi.org/10.1016/j.jweia.2006.07.002
- Kim, J., Hangan, H.M. and Ho, T.C.E. (2007), "Downburst versus boundary layer induced wind loads for tall buildings", Wind Struct., 10(5), 481-494. https://doi.org/10.12989/was.2007.10.5.481
- Letchford, C.W., Mans, C. and Chay, M.T. (2002), "Thunderstorms – their importance in wind engineering (a case for the next generation wind tunnel)", J. Wind Eng. Ind. Aerod., 90(12-15), 1415-1433. https://doi.org/10.1016/S0167-6105(02)00262-3
- Li, C.Q. (2000), "A stochastic model of severe thunderstorms for transmission line design", Probabilist. Eng. Mech., 15(4), 359-364. https://doi.org/10.1016/S0266-8920(99)00037-5
- Lin, W.E., Orf, L.G., Savory, E. and Novacco, C. (2007), "Proposed large-scale modelling of the transient features of a downburst outflow", Wind Struct., 10(4), 315-346. https://doi.org/10.12989/was.2007.10.4.315
- Mason, M.S., Wood, G.S. and Fletcher, D.F. (2009), "Influence of tilt and surface roughness on the outflow wind field of an impinging jet", Wind Struct., 12(3), 179-204. https://doi.org/10.12989/was.2009.12.3.179
- McCarthy, P. and Melsness, M. (1996), Severe weather elements associated with September 5th, 1996 hydro tower failures near Grosse Isle, Manitoba, Canada, Manitoba Environmental Services Centre, Environment Canada.
- National Research Council Canada (1977), National Building Code of Canada 1977, Canadian Commission on Building and Fire Codes.
- National Research Council Canada (2005), National Building Code of Canada 2005, Canadian Commission on Building and Fire Codes.
- Nolasco, J.F. (1996), Analysis of recent transmission line failures, CIGRE WG 22.06: Review of IEC 826: Loading and Strength of Overhead Lines, CIGRE, 87-98.
- Oliver, S.E., Moriarty, W.W. and Holmes, J.D. (2000), "A risk model for design of transmission line systems against thunderstorm downburst winds", Eng. Struct., 22(9), 1173-1179. https://doi.org/10.1016/S0141-0296(99)00057-7
- Orwig, K.D. and Schroeder, J.L. (2007), "Near-surface wind characteristics of extreme thunderstorm outflows", J. Wind Eng. Ind. Aerod., 95(7), 565-584. https://doi.org/10.1016/j.jweia.2006.12.002
- Pagon, W.W. (1958), "Wind forces on structures-plate girders and trusses", J. Struct. Div.-ASCE, 84(ST-4), 1711-1-1711-27.
- Ponte Jr., J. and Riera, J.D. (2007), "Wind velocity field during thunderstorms", Wind Struct., 10(3), 287-300. https://doi.org/10.12989/was.2007.10.3.287
- Savory, E., Hangan, H.M., El Damatty, A.A., Galsworthy, J. and Miller, C. (2008), "Modeling and prediction of failure of transmission lines due to high intensity winds", Proceedings of the 2008 ASCE Structures Congress, Vancouver, BC, Canada, April.
- Savory, E., Parke, G.A.R., Zeinoddini, M., Toy, N. and Disney, P. (2001), "Modelling of tornado and microburstinduced wind loading and failure of a lattice transmission tower", Eng. Struct., 23(4), 365-375. https://doi.org/10.1016/S0141-0296(00)00045-6
- Shehata, A.Y. and El Damatty, A.A. (2007), "Behaviour of guyed transmission line structures under downburst wind loading", Wind Struct., 10(3), 249-268. https://doi.org/10.12989/was.2007.10.3.249
- Shehata, A.Y. and El Damatty, A.A. (2008), "Failure analysis of a transmission tower during a microburst", Wind Struct., 11(3), 193-208. https://doi.org/10.12989/was.2008.11.3.193
- Standards Australia (2002), Structural design actions. Part 2: Wind actions. Australian/New Zealand Standard, AS/NZS 1170.2:2002.
- Standards Australia (2003), Guidelines for design and maintenance of overhead lines C(b)1-2003, Electrical Supply Association of Australia.
- Sykes, D.M. (1981), "Lattice frames in turbulent airflow", J. Wind Eng. Ind. Aerod., 7(2), 203-214. https://doi.org/10.1016/0167-6105(81)90038-6
- Whitbread, R.E. (1979), "The influence of shielding on the wind forces experienced by arrays of lattice frames", Proceedings of the 5th International Conference on Wind Engineering, Fort Collins, CO, USA, July.
- Wood, G.S., Kwok, K.C.S., Motteram, N.A. and Fletcher, D.F. (2001), "Physical and numerical modelling of thunderstorm downbursts", J. Wind Eng. Ind. Aerod., 89(6), 535-552. https://doi.org/10.1016/S0167-6105(00)00090-8
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