Wind Loading of Telecommunication Antennas and Head Frames (No. R881)
| Field | Value | Language |
| dc.contributor.author | Wood, Graeme S. | |
| dc.date.accessioned | 2020-11-26 | |
| dc.date.available | 2020-11-26 | |
| dc.date.issued | 2007 | en_AU |
| dc.identifier.issn | 1833-2781 | |
| dc.identifier.uri | https://hdl.handle.net/2123/23983 | |
| dc.description.abstract | The base balance wind tunnel testing technique was used to determine the wind loading on a range of telecommunication antennas and head frames. The crosswind and torsional components of the wind loading were typically small, and the along-wind drag force dominated the response. As more antennas were added to the head frame the peak along-wind drag typically increased. The magnitude of the increase is complex due to significant shielding effects. | en_AU |
| dc.language.iso | en | en_AU |
| dc.publisher | School of Civil Engineering, The University of Sydney | en_AU |
| dc.rights | Copyright All Rights Reserved | en_AU |
| dc.subject | Civil Engineering | en_AU |
| dc.subject | Telecommunication antennas | en_AU |
| dc.subject | Wind loading | en_AU |
| dc.subject | Drag force | en_AU |
| dc.subject | Interference | en_AU |
| dc.title | Wind Loading of Telecommunication Antennas and Head Frames (No. R881) | en_AU |
| dc.type | Report, Research | en_AU |
| dc.subject.asrc | 0905 Civil Engineering | en_AU |
| dc.rights.other | This publication may be redistributed freely in its entirety and in its original form without the consent of the copyright owner. Use of material contained in this publication in any other published works must be appropriately referenced, and, if necessary, permission sought from the author. | en_AU |
| usyd.faculty | Faculty of Engineering, School of Civil Engineering | en_AU |
| usyd.department | Centre for Advanced Structural Engineering | en_AU |
| workflow.metadata.only | No | en_AU |
Associated file/s
Associated collections