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Steel Lattice Tower Under Ultimate Load – Chosen Joint Analysis

Autor(en): (Łodz University of Technology , Łódź , Poland)
(Wroclaw University of Environmental and Life Sciences , Wrocław , Poland)
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: Civil and Environmental Engineering Reports, , n. 2, v. 25
Seite(n): 199-210
DOI: 10.1515/ceer-2017-0030
Abstrakt:

The main objective of the presented paper is to discuss chosen lattice tower joint behavior under structure ultimate load. Joint numerical modelling considerations are enriched with comparison to the full-scale tower pushover test results. Two independent load cases were examined: 1) where the L-sections (diagonal bracings) are loaded by the axial force only and that forces are applied in the center of the member cross section, 2) where the L-sections are loaded by the axial force and the bending moment that reproduce the effect of the eccentric connection to the gusset plates by the one leg of the angle section is added. Differences in equivalent stresses state for two independent design situations allow for conclusion that additional bending moments should be taken into account, especially for thin-walled members.

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1515/ceer-2017-0030.
  • Über diese
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  • Reference-ID
    10705304
  • Veröffentlicht am:
    19.02.2023
  • Geändert am:
    19.02.2023
 
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