Trihedral lattice towers geometry optimization

The problem of trihedral lattice towers geometry optimization, the width of which varies linearly with height, has been considered. The variable parameters were the support width at the base and top point, as well as the cross-sectional areas of the lattice and chords. A restriction was introduced o...

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Main Authors: Akhtyamova Leysan, Chepurnenko Anton, Rozen Marina, Al-Wali Ebrahim
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/57/e3sconf_catpid2021_01024.pdf
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author Akhtyamova Leysan
Chepurnenko Anton
Rozen Marina
Al-Wali Ebrahim
author_facet Akhtyamova Leysan
Chepurnenko Anton
Rozen Marina
Al-Wali Ebrahim
author_sort Akhtyamova Leysan
collection DOAJ
description The problem of trihedral lattice towers geometry optimization, the width of which varies linearly with height, has been considered. The variable parameters were the support width at the base and top point, as well as the cross-sectional areas of the lattice and chords. A restriction was introduced on the mass constancy. The objective function was the potential strain energy, the maximum displacement and the first frequency of natural vibrations. In the first and second cases the optimum corresponds to the minimum of the objective function, and in the third - to the maximum. The solution was performed by the finite element method in combination with four nonlinear optimization methods: the interior point method, surrogate optimization method, genetic algorithm and pattern search method. The efficiency of each of the listed optimization methods has been compared by the authors.
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spelling doaj.art-8600edce7308420cad6c2e18396d849c2022-12-21T21:49:01ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012810102410.1051/e3sconf/202128101024e3sconf_catpid2021_01024Trihedral lattice towers geometry optimizationAkhtyamova LeysanChepurnenko AntonRozen MarinaAl-Wali EbrahimThe problem of trihedral lattice towers geometry optimization, the width of which varies linearly with height, has been considered. The variable parameters were the support width at the base and top point, as well as the cross-sectional areas of the lattice and chords. A restriction was introduced on the mass constancy. The objective function was the potential strain energy, the maximum displacement and the first frequency of natural vibrations. In the first and second cases the optimum corresponds to the minimum of the objective function, and in the third - to the maximum. The solution was performed by the finite element method in combination with four nonlinear optimization methods: the interior point method, surrogate optimization method, genetic algorithm and pattern search method. The efficiency of each of the listed optimization methods has been compared by the authors.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/57/e3sconf_catpid2021_01024.pdf
spellingShingle Akhtyamova Leysan
Chepurnenko Anton
Rozen Marina
Al-Wali Ebrahim
Trihedral lattice towers geometry optimization
E3S Web of Conferences
title Trihedral lattice towers geometry optimization
title_full Trihedral lattice towers geometry optimization
title_fullStr Trihedral lattice towers geometry optimization
title_full_unstemmed Trihedral lattice towers geometry optimization
title_short Trihedral lattice towers geometry optimization
title_sort trihedral lattice towers geometry optimization
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/57/e3sconf_catpid2021_01024.pdf
work_keys_str_mv AT akhtyamovaleysan trihedrallatticetowersgeometryoptimization
AT chepurnenkoanton trihedrallatticetowersgeometryoptimization
AT rozenmarina trihedrallatticetowersgeometryoptimization
AT alwaliebrahim trihedrallatticetowersgeometryoptimization