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Full metadata record
DC Field | Value | Language |
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dc.contributor.author | OMOGO, FREDERICK ODO | - |
dc.date.accessioned | 2023-12-12T16:07:45Z | - |
dc.date.available | 2023-12-12T16:07:45Z | - |
dc.date.issued | 2012-03 | - |
dc.identifier.uri | http://repository.futminna.edu.ng:8080/jspui/handle/123456789/21004 | - |
dc.description.abstract | ABSTRACTS This project is based on the analysis of the dynamic wind effect on SOm steel lattice tower. The work involves the analysis of wind effect based on BS 8100 part 1 and Gust effectiveness factor approach. While in BS81 00, approximation of wind pressures which acts on the face of the tower is deduced in relation with the height, the Gust Factor approach adopts the estimation of dynamic response of the wind load on the tower to meet the design criteria of stability, strength and serviceability. The design pressure as computed by Gust Factor approach is higher and safer for des ign due to its account of dynamic response factors. VII | en_US |
dc.language.iso | en | en_US |
dc.title | DYNAMIC WIND EFFECTS ON 50M STEEL LATTICE TOWER | en_US |
dc.type | Thesis | en_US |
Appears in Collections: | Postgraduate diploma theses and dissertations. |
Files in This Item:
File | Description | Size | Format | |
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OCRPGD CIVIL0000287.pdf | 36.27 MB | Adobe PDF | View/Open |
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