A metaheuristic-based method for analysis of tensegrity structures

Basit Öğe Kaydı
dc.contributor.authorBekdas, Gebrail
dc.contributor.authorOcak, Ayla
dc.contributor.authorNigdeli, Sinan Melih
dc.contributor.authorToklu, Yusuf Cengiz
dc.date.accessioned2024-03-13T10:30:39Z
dc.date.available2024-03-13T10:30:39Z
dc.date.issued2024
dc.departmentİstanbul Beykent Üniversitesien_US
dc.description.abstractTensegrity systems are construction system that offers solutions for lighter designs compared with a standard truss system consisting of tension and compression elements. Due to their structure, they are recommended in the design of space structures due to the use of lighter and easy-to-assemble structural elements such as cables, ropes, and similar to provide the desired durability. In this study, energy minimization was carried out to solve the structural element displacements. It is expected to reduce the total potential energy of the system with minimization. By minimizing the total potential energy of the tensegrity system models, the displacement of each building element is found for the equilibrium condition. Tensegrity models were analyzed by minimizing energy via the adaptive harmony search (AHS) algorithm. In this research, two distinct tensegrity structure specimens were employed. One comprised a cantilever beam, while the other adopted a cyclic model, forming eight equal octagons from eight nodes at both the base and the top. Additionally, an examination was conducted on a two-layer iteration of the cyclic model. The method is robust for both space and planar tensegrity structures, allowing the determination of deformed shapes under various loads without design assumptions. The TPO/MA method demonstrates superiority in handling nonlinear and barely stable systems, as evidenced by examples illustrating its efficacy in maintaining structural form under increasing loads and challenging conditions.en_US
dc.identifier.doi10.1002/tal.2091
dc.identifier.issn1541-7794
dc.identifier.issn1541-7808
dc.identifier.scopus2-s2.0-85182837365en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1002/tal.2091
dc.identifier.urihttps://hdl.handle.net/20.500.12662/3468
dc.identifier.wosWOS:001153408600001en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherWileyen_US
dc.relation.ispartofStructural Design Of Tall And Special Buildingsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectadaptive harmony searchen_US
dc.subjectenergy minimizationen_US
dc.subjecttensegrity systemen_US
dc.subjecttotal potential optimizationen_US
dc.titleA metaheuristic-based method for analysis of tensegrity structuresen_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu