Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/47462
Full metadata record
DC FieldValueLanguage
dc.contributor.authorKamal M.-
dc.contributor.authorInel M.-
dc.date.accessioned2023-01-09T21:24:47Z-
dc.date.available2023-01-09T21:24:47Z-
dc.date.issued2022-
dc.identifier.issn2352-7102-
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2022.104784-
dc.identifier.urihttps://hdl.handle.net/11499/47462-
dc.description.abstractThis study aims to investigate the effect of soil type on the minimum separation distance for low and mid-rise reinforced concrete (RC) buildings. 3696 nonlinear time history analyses were carried out using 56 different building pairs located on 3 different soil types and 66 different earthquake records. The minimum required seismic gap distances obtained from the analysis results were compared with the minimum seismic gap estimates of DDC and simplified method in the literature. The required gap distances obtained for different soil types were examined and a new equation for modification coefficient is proposed to improve the simplified method. The outcomes show that the proposed new equation provides the required seismic gap distance values for all soil types better than the Double Difference Combination (known as DDC) method estimates. © 2022 Elsevier Ltden_US
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofJournal of Building Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAdjacent buildingsen_US
dc.subjectNew equationen_US
dc.subjectNonlinear time history analysisen_US
dc.subjectSeismic gapen_US
dc.subjectSeismic poundingen_US
dc.subjectReinforced concreteen_US
dc.subjectSeismologyen_US
dc.subjectSoilsen_US
dc.subjectAdjacent buildingsen_US
dc.subjectDifferent soilsen_US
dc.subjectGap distancesen_US
dc.subjectNew equationen_US
dc.subjectNonlinear time history analysisen_US
dc.subjectSeismic gapsen_US
dc.subjectSeismic poundingen_US
dc.subjectSeparation distancesen_US
dc.subjectSimplified methoden_US
dc.subjectSoil typesen_US
dc.subjectNonlinear equationsen_US
dc.titleA new equation for prediction of seismic gap between adjacent buildings located on different soil typesen_US
dc.typeArticleen_US
dc.identifier.volume57en_US
dc.identifier.doi10.1016/j.jobe.2022.104784-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57208641862-
dc.authorscopusid55894025500-
dc.identifier.scopus2-s2.0-85132827512en_US
dc.identifier.wosWOS:000823189100002en_US
dc.identifier.scopusqualityQ1-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.languageiso639-1en-
crisitem.author.dept10.02. Civil Engineering-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
Show simple item record



CORE Recommender

SCOPUSTM   
Citations

5
checked on Nov 16, 2024

WEB OF SCIENCETM
Citations

5
checked on Nov 21, 2024

Page view(s)

52
checked on Aug 24, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.