Optimum discrete design of steel planar trusses comprising earthquake load impact

Basit Öğe Kaydı
dc.authorid0000-0002-3612-0640en_US
dc.contributor.authorÇarbaş, Serdar
dc.contributor.authorArtar, Musa
dc.date.accessioned2022-09-20T08:15:21Z
dc.date.available2022-09-20T08:15:21Z
dc.date.issued2022en_US
dc.departmentKMÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionWOS:000865794200036en_US
dc.description.abstractIn this study, the success of teaching–learning-based optimization (TLBO) and biogeography-based optimization (BBO) metaheuristic methods in optimum discrete sizing design of a steel planar truss comprising earthquake load impact has been investigated. To do this, a 46-element steel planar truss has been handled as a design example. Like many other stochastic optimization methods, the TLBO and BBO techniques imitate specific natural events. In TLBO, the processes are carried out by mimicking a class consisting of teachers and students; on the other hand, the BBO simulates the distribution of species in nature based on biodiversity. The stress and displacement constraints in American Institute of Steel Construction-Allowable Stress Design (AISC-ASD) provisions are considered as structural behavior constraints. Both algorithms select design profiles from a discrete list containing steel W-shaped sections. For obtaining the minimum weighted optimum structural design, the algorithms encoded in MATLAB are supplied with open application programming interface (OAPI) functions that enable mutual data transfer with a structural analysis software (SAP2000) to practically get the structural responses under the effect of load combinations containing earthquake load. The optimal truss designs yielded with TLBO and BBO algorithms are compared with those already existed in the literature. Accordingly, it has been concluded that the TLBO and BBO algorithms give successful solutions.en_US
dc.identifier.citationCarbas, S., & Artar, M. (2022). Optimum discrete design of steel planar trusses comprising earthquake load impact .Lecture Notes on Data Engineering and Communications Technologies.140,369-379. doi:10.1007/978-981-19-2948-9_36en_US
dc.identifier.doi10.1007/978-981-19-2948-9_36
dc.identifier.endpage379en_US
dc.identifier.issn2367-4512
dc.identifier.scopus2-s2.0-85137608458
dc.identifier.scopusqualityQ3
dc.identifier.startpage369en_US
dc.identifier.urihttps://doi.org/10.1007/978-981-19-2948-9_36
dc.identifier.urihttps://hdl.handle.net/11492/6577
dc.identifier.volume140en_US
dc.identifier.wosWOS:000865794200036
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Sceince
dc.indekslendigikaynakScopus
dc.institutionauthorÇarbaş, Serdar
dc.language.isoen
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.journalLecture Notes on Data Engineering and Communications Technologiesen_US
dc.relation.publicationcategoryKitap Bölümü - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEarthquake Loaden_US
dc.subjectMetaheuristic Algorithmsen_US
dc.subjectOapıen_US
dc.subjectSteel Planar Trussesen_US
dc.subjectStructural Design Optimizationen_US
dc.titleOptimum discrete design of steel planar trusses comprising earthquake load impacten_US
dc.typeBook Part

Dosyalar

Lisans paketi
Listeleniyor 1 - 1 / 1
[ X ]
İsim:
license.txt
Boyut:
1.44 KB
Biçim:
Item-specific license agreed upon to submission
Açıklama:
İndir

Koleksiyon

Scopus İndeksli Yayınlar Koleksiyonu
İnşaat Mühendisliği Bölümü, Bildiri & Sunum Koleksiyonu
WoS İndeksli Yayınlar Koleksiyonu