MODELING OF VERTICAL MOVEMENTS OF BUILDINGS WITH MAT FOUNDATION

Basit Öğe Kaydı
dc.contributor.authorCelik, C. T.
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2008
dc.departmentNiğde ÖHÜ
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 call be used to estimate the vertical movements of a building with a Mat foundation.
dc.description.sponsorshipNigde University [FEB-2001/028]
dc.description.sponsorshipThe author would like to thank the Research Fund of Nigde University for funding the FEB-2001/028 numbered project.
dc.identifier.endpage548
dc.identifier.issn1028-6284
dc.identifier.issue5B
dc.identifier.startpage543
dc.identifier.urihttps://hdl.handle.net/11480/5196
dc.identifier.volume32
dc.identifier.wosWOS:000261077800008
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.institutionauthorCelik, C. T.
dc.language.isoen
dc.publisherSHIRAZ UNIV
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.subjectVertical deformation monitoring
dc.subjectbuilding settlement
dc.subjectmodeling
dc.subjectleast square adjustment
dc.titleMODELING OF VERTICAL MOVEMENTS OF BUILDINGS WITH MAT FOUNDATION
dc.typeArticle

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu