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Tornado risk model for transmission line design

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dc.contributor.author Milford, RV en_US
dc.contributor.author Goliger, Adam M en_US
dc.date.accessioned 2007-02-06T08:59:31Z en_US
dc.date.accessioned 2007-06-07T10:03:37Z
dc.date.available 2007-02-06T08:59:31Z en_US
dc.date.available 2007-06-07T10:03:37Z
dc.date.copyright en_US
dc.date.issued 1997-11 en_US
dc.identifier.citation Milford, RV and Goliger, AM. 1997. Tornado risk model for transmission line design. Journal of Wind Engineering and Industrial Aerodynamics, vol 72, 3 January, pp 469-478 en_US
dc.identifier.issn 0167-6105 en_US
dc.identifier.uri http://hdl.handle.net/10204/1488 en_US
dc.identifier.uri http://hdl.handle.net/10204/1488
dc.description.abstract A tornado risk model for transmission line design has been developed. The risk model is based on the McDonald model for point structures and has been developed such that it can be simplified for applications in codes of practice and design recommendations. The model is expanded in terms of damage length of the tornado and the length of transmission line as opposed to the damage area of the tornado which is applicable to point-like structures. The model does not take into account the orientation of transmission line relative to the tornado path, or the point-wise nature of the individual transmission line towers. The design of transmission line structures is typically governed by wind loading, and in some parts of the world, wind loading is in combination with ice loading. The wind load used in most codes of practice and design recommendations for transmission line design have until recently been based almost exclusively on large-scale wind storms, which may include severe storms such as hurricanes and typhoons. Relevant statistics from South Africa are presented to illustrate the application of the model together with tornado risk areas for South Africa. Of interest to note is that in the highest risk areas in South Africa the occurrence of tornadoes per square kilometre is comparable with the lower risk regions in the mid-western USA en_US
dc.format.extent 436983 bytes en_US
dc.format.mimetype application/pdf en_US
dc.language.iso en en_US
dc.publisher Elsevier Science BV en_US
dc.rights Copyright: 1997 Elsevier Science BV en_US
dc.source en_US
dc.subject Tornado risk model en_US
dc.subject Severe wind storms en_US
dc.subject Transmission line structures en_US
dc.subject Wind loading en_US
dc.subject Civil engineering en_US
dc.title Tornado risk model for transmission line design en_US
dc.type Article en_US
dc.identifier.apacitation Milford, R., & Goliger, A. M. (1997). Tornado risk model for transmission line design. http://hdl.handle.net/10204/1488 en_ZA
dc.identifier.chicagocitation Milford, RV, and Adam M Goliger "Tornado risk model for transmission line design." (1997) http://hdl.handle.net/10204/1488 en_ZA
dc.identifier.vancouvercitation Milford R, Goliger AM. Tornado risk model for transmission line design. 1997; http://hdl.handle.net/10204/1488. en_ZA
dc.identifier.ris TY - Article AU - Milford, RV AU - Goliger, Adam M AB - A tornado risk model for transmission line design has been developed. The risk model is based on the McDonald model for point structures and has been developed such that it can be simplified for applications in codes of practice and design recommendations. The model is expanded in terms of damage length of the tornado and the length of transmission line as opposed to the damage area of the tornado which is applicable to point-like structures. The model does not take into account the orientation of transmission line relative to the tornado path, or the point-wise nature of the individual transmission line towers. The design of transmission line structures is typically governed by wind loading, and in some parts of the world, wind loading is in combination with ice loading. The wind load used in most codes of practice and design recommendations for transmission line design have until recently been based almost exclusively on large-scale wind storms, which may include severe storms such as hurricanes and typhoons. Relevant statistics from South Africa are presented to illustrate the application of the model together with tornado risk areas for South Africa. Of interest to note is that in the highest risk areas in South Africa the occurrence of tornadoes per square kilometre is comparable with the lower risk regions in the mid-western USA DA - 1997-11 DB - ResearchSpace DP - CSIR KW - Tornado risk model KW - Severe wind storms KW - Transmission line structures KW - Wind loading KW - Civil engineering LK - https://researchspace.csir.co.za PY - 1997 SM - 0167-6105 T1 - Tornado risk model for transmission line design TI - Tornado risk model for transmission line design UR - http://hdl.handle.net/10204/1488 ER - en_ZA


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