Erdem R.T.2024-07-222024-07-22201503502465http://akademikarsiv.cbu.edu.tr:4000/handle/123456789/16265Steel 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.CroatianArticle