Soil–structure interaction effect on the resistance of a steel frame against progressive collapse using linear static and nonlinear dynamic procedures

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dc.authoridSaffet Kılıçer / 0000-0002-5445-0352en_US
dc.contributor.authorÖzgan, Korhan
dc.contributor.authorKılıçer, Saffet
dc.contributor.authorDaloğlu, Ayşe T.
dc.date.accessioned2022-12-26T12:53:09Z
dc.date.available2022-12-26T12:53:09Z
dc.date.issued2023
dc.departmentAÇÜ, Mühendislik Fakültesi, Çevre Mühendisliği Bölümüen_US
dc.description.abstractIn recent years, increases in terrorist attacks or other unexpected explosions have shown that their effects can cause critical damages to buildings and cause partial or total collapse of buildings. This chain collapse mechanism is named a progressive collapse. Subsoil effects on a building are often ignored in studies on progressive collapse. In this study, the effect of soil–structure interaction on the risk of progressive collapse of a steel frame is investigated by using the modified Vlasov model, which has not been used in the studies on progressive collapse before. For this purpose, a steel building model was investigated. A linear static procedure (LSP) and nonlinear dynamic procedure (NDP) with alternative path method were used for the analysis of the frame. SAP2000 software was used to model subsoil effect on the frame via an interface coded in MATLAB interactively. The results from the analyses showed that the soil–structure interaction effect can significantly affect the progressive collapse resistance of the building
dc.identifier.citationÖzgan, K., Kılıçer, S., & Daloğlu, A. T. (2023). Soil–Structure Interaction Effect on the Resistance of a Steel Frame against Progressive Collapse Using Linear Static and Nonlinear Dynamic Procedures. Journal of Performance of Constructed Facilities, 37(1). ‌en_US
dc.identifier.doi10.1061/jpcfev.cfeng-4181
dc.identifier.issue1en_US
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.1061/jpcfev.cfeng-4181
dc.identifier.urihttps://hdl.handle.net/11494/4331
dc.identifier.volume37en_US
dc.indekslendigikaynakScopus
dc.institutionauthorKılıçer, Saffet
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.relation.ispartofJournal of Performance of Constructed Facilities
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Başka Kurum Yazarıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAlternate path methoden_US
dc.subjectElastic foundationen_US
dc.subjectOpen application programming interface (OAPI)en_US
dc.subjectProgressive collapseen_US
dc.subjectSteel structuresen_US
dc.subjectUFC 4-023-03en_US
dc.titleSoil–structure interaction effect on the resistance of a steel frame against progressive collapse using linear static and nonlinear dynamic proceduresen_US
dc.typeArticle

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