Analysis of guyed steel lattice mast subjected to environmental loads
| dc.contributor.author | Erdem, RT | |
| dc.date.accessioned | 2025-04-10T10:27:27Z | |
| dc.date.available | 2025-04-10T10:27:27Z | |
| 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. | |
| dc.identifier.e-issn | 1333-9095 | |
| dc.identifier.issn | 0350-2465 | |
| dc.identifier.uri | http://hdl.handle.net/20.500.14701/35011 | |
| dc.language.iso | Croatian | |
| dc.title | Analysis of guyed steel lattice mast subjected to environmental loads | |
| dc.type | Article |