Analysis of guyed steel lattice mast subjected to environmental loads; [Analiza čeličnog rešetkastog jarbola izloženog djelovanju vjetra i leda]
| dc.contributor.author | Erdem R.T. | |
| dc.date.accessioned | 2024-07-22T08:13:02Z | |
| dc.date.available | 2024-07-22T08:13:02Z | |
| dc.date.issued | 2015 | |
| dc.description.abstract | Steel lattice masts rank among the most efficient load-bearing structures in the field of high-rise construction. The non-linear analysis of a guyed steel lattice mast is conducted using the SAP 2000 finite-element program for different ice thickness values at 1500 m of altitude. After definition of the geometrical model and cross-section properties, various load combinations are analysed. Finally, the wind speed - ice thickness relationship is obtained, and the maximum wind speed that the structure can withstand is determined for varying ice thicknesses. © 2015, Union of Croatian Civil Engineers and Technicians. All rights reserved. | |
| dc.identifier.issn | 03502465 | |
| dc.identifier.uri | http://akademikarsiv.cbu.edu.tr:4000/handle/123456789/16265 | |
| dc.language.iso | Croatian | |
| dc.publisher | Union of Croatian Civil Engineers and Technicians | |
| dc.title | Analysis of guyed steel lattice mast subjected to environmental loads; [Analiza čeličnog rešetkastog jarbola izloženog djelovanju vjetra i leda] | |
| dc.type | Article |