Evaluation of icing design criteria for lattice towers
| dc.contributor.author | Korotkov, Oleksiy | |
| dc.contributor.examiningcommittee | Bibeau, Eric (Mechanical & Manufacturing Engineering) Hashemian, Fariborz Prof. (Design Engineering) | en |
| dc.contributor.supervisor | Polyzois, Dimos(Civil Engineering) | en |
| dc.date.accessioned | 2010-06-30T16:27:21Z | |
| dc.date.available | 2010-06-30T16:27:21Z | |
| dc.date.issued | 2010-06-30T16:27:21Z | |
| dc.degree.discipline | Civil Engineering | en_US |
| dc.degree.level | Master of Science (M.Sc.) | en_US |
| dc.description.abstract | Atmospheric icing is a major design factor for guyed lattice masts and transmission lines in Canada and many others countries with cold climate. Tall and slender guyed lattice towers are particularly sensitive to ice accretion, wind or combination of both, as they are often located in remote areas, where meteorological data are limited. The variation of local topography and seasonal climate affects icing conditions and complicates standardization of icing accretion design guidelines. Icing design criteria was evaluated in this study through an extensive literature review of current design standards for latticed structures subjected to ice and wind load and/or a combination of both, field and laboratory work. | en |
| dc.description.note | October 2010 | en |
| dc.format.extent | 11995336 bytes | |
| dc.format.mimetype | application/pdf | |
| dc.identifier.uri | http://hdl.handle.net/1993/4019 | |
| dc.language.iso | eng | en_US |
| dc.rights | open access | en_US |
| dc.subject | icing | en |
| dc.subject | lattice tower | en |
| dc.title | Evaluation of icing design criteria for lattice towers | en |
| dc.type | master thesis | en_US |