Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/13655
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dc.contributor.authorDalgıç, Korhan Deniztr
dc.contributor.authorYeşilyurt, Cennettr
dc.contributor.authorGülen, Burcutr
dc.contributor.authorLiu, Yiyan-
dc.contributor.authorAçıkgöz, Sinantr
dc.contributor.authorMaraşlı, Muhammedtr
dc.contributor.authorİlki, Alpertr
dc.date.accessioned2023-07-27T19:51:13Z-
dc.date.available2023-07-27T19:51:13Z-
dc.date.issued2023-
dc.identifier.issn2211-0844-
dc.identifier.urihttps://doi.org/10.1007/978-3-031-29191-3_23-
dc.identifier.urihttps://hdl.handle.net/11147/13655-
dc.description.abstractUnderground construction activities such as tunnelling and deep excavations in urban areas may impact a significant number of surface structures and cause damage. Tunnelling-induced damage can often be repaired, but at great expense, due to significant repair costs and associated project delays. Within this context, damage caused by excavation-induced ground movements on heritage masonry buildings requires further attention, due to the cultural value and vulnerability of these assets. There is a need for experimental studies to better understand the structural response of these buildings to excavation-induced ground movements. In this study, a test setup was designed and constructed to examine the response of an experimental building model, replicating historic masonry structures, against differential settlement effects. The settlement apparatus relies on controlled jacking of large steel beams to apply differential displacements to the building. A specific tunneling scenario was considered for the design of the settlement apparatus. The constructed test setup is validated by evaluating the displacement profiles of the steel beam for different tests, with or without building. Differences between the differential settlements experienced by the steel beam and the building highlights how building weight and progressive damage may increase compliance to ground movements. © 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofRILEM Bookseriesen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDamageen_US
dc.subjectGround settlementen_US
dc.subjectMasonry buildingsen_US
dc.subjectTest setupen_US
dc.subjectTunnellingen_US
dc.titleDesign and construction of a test setup to investigate ground settlement response of large-scale masonry building modelsen_US
dc.typeBook Parten_US
dc.institutionauthorDalgıç, Korhan Deniz-
dc.institutionauthorYeşilyurt, Cennettr
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume41en_US
dc.identifier.startpage267en_US
dc.identifier.endpage276en_US
dc.identifier.scopus2-s2.0-85162046575en_US
dc.relation.publicationcategoryKitap Bölümü - Uluslararasıen_US
dc.identifier.doi10.1007/978-3-031-29191-3_23-
dc.identifier.scopusqualityQ4-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.openairetypeBook Part-
item.cerifentitytypePublications-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
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