Modeling of vertical movements of buildings with mat foundation

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dc.contributor.authorCelik, C.T.
dc.date.accessioned2024-11-07T10:39:46Z
dc.date.available2024-11-07T10:39:46Z
dc.date.issued2008
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractA developed model was applied to displacement vectors acquired from a project that monitored the vertical movements of a building in the main campus of Nigde University. The estimated subsidence and its corresponding standard deviation errors by the model are -4.89 mm ± 0.53 mm for block 1, -1.23 mm ± 0.35 mm for block 2, and -3.65 mm ± 0.54 mm for block 3, respectively. The tilt angle is estimated and its corresponding standard errors are 16".61 ± 2".39, - 18".93 " 1".95, and -13".87 ± 4".64 arc second for Block 1, Block 2, and Block 3 respectively over a period of one year. Results showed that the model produced in this paper can be used to estimate the vertical movements of a building with a Mat foundation. © Shiraz University.
dc.identifier.endpage548
dc.identifier.issn1028-6284
dc.identifier.issue5
dc.identifier.scopus2-s2.0-56349123430
dc.identifier.scopusqualityN/A
dc.identifier.startpage543
dc.identifier.urihttps://hdl.handle.net/11480/11190
dc.identifier.volume32
dc.indekslendigikaynakScopus
dc.language.isoen
dc.relation.ispartofIranian Journal of Science and Technology, Transaction B: Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241106
dc.subjectBuilding settlement
dc.subjectLeast square adjustment
dc.subjectModeling
dc.subjectVertical deformation monitoring
dc.titleModeling of vertical movements of buildings with mat foundation
dc.typeArticle

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