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dc.creatorPandžić, Jelena
dc.creatorVranić, Petko
dc.creatorPejić, Marko
dc.creatorPopović, Jovan
dc.date.accessioned2021-01-27T10:11:48Z
dc.date.available2021-01-27T10:11:48Z
dc.date.issued2020
dc.identifier.isbn978-953-59018-3-9
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2241
dc.description.abstractUnlike traditional methods, terrestrial laser scanning (TLS) enables one to collect enormous amount of data in a fairly short time, consequently reducing field efforts. This backed up the decision to employ TLS for deformation monitoring of the brick bell tower of St. Anthony of Padua Church in Belgrade. One epoch of terrestrial laser scanning completed in March 2015 revealed that the projection of the tower axis vector to the horizontal plane reached the value of almost 1.2 m, that is nearly three times greater than the value observed at the time of the tower completion. This urged for the tower stability monitoring to be started which finally happened in 2019. Over a period of about four and a half years a trend in the tower tilting increase of 1.6 arcmin in total was unequivocally established, that is, the top of the tower displacement of 22 mm in the horizontal plane.sr
dc.language.isoensr
dc.relationПримена GNSS и LIDAR технологије у мониторингу стабилности инфраструктурних објеката и теренаsr
dc.rightsrestrictedAccesssr
dc.sourceINGEO & SIG 2020sr
dc.subjectterrestrial laser scanning (TLS)sr
dc.subjectdeformation monitoringsr
dc.subjecttowersr
dc.subjecttiltingsr
dc.titleTLS-based 3D Deformation Monitoring of Church Bell Tower Geometrysr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.citation.epage49
dc.citation.spage39
dc.type.versionpublishedVersionsr


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