Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/33082
DC FieldValueLanguage
dc.contributor.authorvan der Westhuizen, Ashley Megan-
dc.contributor.authorMarkou, George-
dc.contributor.authorBakas, Nikolaos P.-
dc.date.accessioned2024-10-10T07:36:51Z-
dc.date.available2024-10-10T07:36:51Z-
dc.date.issued2022-01-01-
dc.identifier.citationProceedings of the 14th International Conference on Agents and Artificial Intelligence - Volume 3: ICAART, 952-957, 2022en_US
dc.identifier.isbn978-989-758-547-0-
dc.identifier.issn21843589-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/33082-
dc.description.abstractThe fundamental period of buildings is an important parameter when designing seismic resistant structures. The current formulae proposed in design codes for determining the fundamental period of steel structures cannot accurately predict the fundamental period of real structures. In addition, most of the current formulae only consider the height of the structure in their formulation, while soil structure interaction (SSI) and the orientation of the I-columns that influence the fundamental period are usually neglected. This research focuses on the use of machine learning algorithms to obtain a new formula that accounts for different geometrical features of the superstructure, where the SSI effect is also considered. After training and testing a 40-feature formula, an additional 138 out-of-sample numerical results were used to further test the accuracy of the proposed formula’s prediction abilities. The validation resulted in a correlation of 99.71%, which suggests that the proposed formula exhibits high predictive features for the steel structures considered in this study.en_US
dc.language.isoenen_US
dc.subjectSeismic Designen_US
dc.subjectFundamental Perioden_US
dc.subjectSteel Structuresen_US
dc.subjectNonlinear Regressionen_US
dc.subjectSoil-structure Interactionen_US
dc.subjectMachine-Learning Algorithmsen_US
dc.titleDevelopment of a New Fundamental Period Formula for Steel Structures Considering the Soil-structure Interaction with the Use of Machine Learning Algorithmsen_US
dc.typeConference Papersen_US
dc.collaborationUniversity of Pretoriaen_US
dc.collaborationRDC Informaticsen_US
dc.subject.categoryComputer and Information Sciencesen_US
dc.subject.categoryENGINEERING AND TECHNOLOGYen_US
dc.subject.categoryCivil Engineeringen_US
dc.countryGreeceen_US
dc.countrySouth Africaen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferenceInternational Conference on Agents and Artificial Intelligenceen_US
dc.identifier.doi10.5220/0010978400003116en_US
dc.identifier.scopus2-s2.0-85175853479-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85175853479-
dc.relation.volume3en_US
cut.common.academicyearemptyen_US
dc.identifier.spage952en_US
dc.identifier.epage957en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.openairetypeconferenceObject-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.languageiso639-1en-
item.fulltextWith Fulltext-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-6891-7064-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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