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dc.contributor.authorJatulis, Donatas
dc.contributor.authorJuozapaitis, Algirdas
dc.contributor.authorVainiūnas, Povilas
dc.date.accessioned2023-09-18T18:25:13Z
dc.date.available2023-09-18T18:25:13Z
dc.date.issued2010
dc.identifier.other(BIS)VGT02-000021682
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/127572
dc.description.abstractThe article discusses rational design, considering the mass criterion, of a lattice steel tower made up of solid round steel bars affected by the static load. The spacing between the tower truss chords and the inclination of the bracing members are set as the main variables. A mathematical model of tower structure was prepared using MathCad 14.0 software. The conditions of the marginal safety state of the tower’s members were assessed. The numerical experiment was used as a basis to present the dependence of the tower’s optimum width and the optimum inclination of its struts on the tower’s height, wind load intensity and steel strength. Recommendations were provided as well.eng
dc.format.extentp. 641-645
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleOptimal design of lattice towers made up of solid round steel bars
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references17
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.enLattice steel tower
dc.subject.enCompositional parameters
dc.subject.enStatic load
dc.subject.enOptimal design
dc.subject.enNumerical analysis
dcterms.sourcetitle10th International Conference Modern Building Materials, Structures and Techniques: selected papers, Vol. 2. May 19-21, 2010
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.elaba3920043


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