Analysis of guyed steel lattice mast subjected to environmental loads

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dc.contributor.authorErdem, RT
dc.date.accessioned2024-07-18T11:47:03Z
dc.date.available2024-07-18T11:47:03Z
dc.description.abstractSteel 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.issn0350-2465
dc.identifier.other1333-9095
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/3230
dc.language.isoCroatian
dc.publisherCROATIAN SOC CIVIL ENGINEERS-HSGI
dc.titleAnalysis of guyed steel lattice mast subjected to environmental loads
dc.typeArticle

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