Unlike 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.
TY - CONF
AU - Pandžić, Jelena
AU - Vranić, Petko
AU - Pejić, Marko
AU - Popović, Jovan
PY - 2020
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2241
AB - Unlike 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.
C3 - INGEO & SIG 2020
T1 - TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry
EP - 49
SP - 39
ER -
@conference{
author = "Pandžić, Jelena and Vranić, Petko and Pejić, Marko and Popović, Jovan",
year = "2020",
url = "https://grafar.grf.bg.ac.rs/handle/123456789/2241",
abstract = "Unlike 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.",
journal = "INGEO & SIG 2020",
title = "TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry",
pages = "49-39"
}
Pandžić J, Vranić P, Pejić M, Popović J. TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry. INGEO & SIG 2020. 2020;:39-49
Pandžić, J., Vranić, P., Pejić, M.,& Popović, J. (2020). TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry.
INGEO & SIG 2020, 39-49.
Pandžić Jelena, Vranić Petko, Pejić Marko, Popović Jovan, "TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry" (2020):39-49
