Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/11263
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dc.contributor.authorDalgıç, Korhan Deniz-
dc.contributor.authorGülen, D. Burcu-
dc.contributor.authorAçıkgöz, Sinan-
dc.contributor.authorBurd, Harvey-
dc.contributor.authorHendriks, Max A.N.-
dc.contributor.authorGiardina, Giardina-
dc.contributor.authorİlki, Alper-
dc.date.accessioned2021-11-06T09:27:13Z-
dc.date.available2021-11-06T09:27:13Z-
dc.date.issued2021-
dc.identifier.isbn9783030645175-
dc.identifier.issn2366-2557-
dc.identifier.urihttp://doi.org/10.1007/978-3-030-64518-2_20-
dc.identifier.urihttps://hdl.handle.net/11147/11263-
dc.description16th International Conference of the International Association for Computer Methods and Advances in Geomechanics, IACMAG 2021 -- 5 May 2021 through 8 May 2021en_US
dc.description.abstractUnderground construction activities, such as tunnelling, cause local ground movements to occur. Nearby surface structures interact with the moving ground, potentially leading to building damage. Although it is understood that the severity of building damage is influenced by the façade opening ratio (OpR) and the stiffness of the floors, experimental work in this area is lacking. This paper describes the specification and design of an experimental campaign on brick masonry buildings subjected to vertical base movements. The specimens are half-scale models of walls of two-storey buildings; models with different window arrangements and with/without floor slabs are examined. To design the experimental setup, 3D finite element analyses of the model walls were conducted. Key analysis results, presented in this paper, indicate how the examined structural properties (OpR, building weight, floor stiffness) are expected to influence the patterns of damage in the masonry. The finite element results are also used to design an instrumentation system comprising Fibre Bragg Grating (FBG) sensors and a digital image correlation (DIC) system. Data from the tests will support the formulation and validation of structural models for predicting tunnelling-induced damage in masonry buildings. © 2021, The Author(s), under exclusive license to Springer Nature Switzerland AG.en_US
dc.description.sponsorshipAcknowledgements. The activity presented in the paper is a part of an experimental project which is financially supported by Fibrobeton Company. The authors wish to thank Mr. Muhammed Marasli and Mr. Hasan Bilgin for their support.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofLecture Notes in Civil Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBrick masonryen_US
dc.subjectLarge scale testingen_US
dc.subjectMonitoringen_US
dc.subjectSettlementen_US
dc.titleLarge scale experimental settlement tests to evaluate structural models for tunnelling-induced damage analysisen_US
dc.typeConference Objecten_US
dc.institutionauthorDalgıç, Korhan Deniz-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume126en_US
dc.identifier.startpage164en_US
dc.identifier.endpage171en_US
dc.identifier.scopus2-s2.0-85101580307en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1007/978-3-030-64518-2_20-
dc.identifier.scopusqualityQ4-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.openairetypeConference Object-
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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