Quantifying tall structure tilting trend through TLS-based 3D parametric modelling
Само за регистроване кориснике
2022
Аутори
Popović, JovanPandžić, Jelena
Pejić, Marko
Vranić, Petko
Milovanović, Branko
Martinenko, Anastasija
Чланак у часопису (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
Geodetic monitoring of a tall structure means employing various methods of measurement and data processing for assessing its verticality. Terrestrial laser scanning (TLS) is a method of collecting lots of quality spatial data in a short time period. It enables detailed surface 3D parametric modelling. Advantages over the traditional cross-sectioning approach include direct obtaining of the structure axis inclination, analysing structure deformations relative to the modelled surface, and so forth. The subject of research was 52-metre-tall cylinder-shaped bell tower of St. Anthony of Padua Church in Belgrade, Serbia, which has been inclined since its completion in 1962. An original algorithm was developed for estimating parameters of a cylinder approximating the tower surface and their precision. The horizontal displacement of the cylinder top base centre ranging from 1.174 m to 1.196 m over the five-year period of geodetic monitoring of the tower indicates the clear existence of the str...ucture tilting trend.
Кључне речи:
Terrestrial laser scanning (TLS) / 3D parametric modelling / Tower / Cylinder / Inclination / DeformationsИзвор:
Measurement 188 (2022), 2022Издавач:
- Elsevier
Финансирање / пројекти:
- Министарство науке, технолошког развоја и иновација Републике Србије, институционално финансирање - 200026 (Универзитет у Београду, Институт за хемију, технологију и металургију - ИХТМ) (RS-MESTD-inst-2020-200026)
Институција/група
GraFarTY - JOUR AU - Popović, Jovan AU - Pandžić, Jelena AU - Pejić, Marko AU - Vranić, Petko AU - Milovanović, Branko AU - Martinenko, Anastasija PY - 2022 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2600 AB - Geodetic monitoring of a tall structure means employing various methods of measurement and data processing for assessing its verticality. Terrestrial laser scanning (TLS) is a method of collecting lots of quality spatial data in a short time period. It enables detailed surface 3D parametric modelling. Advantages over the traditional cross-sectioning approach include direct obtaining of the structure axis inclination, analysing structure deformations relative to the modelled surface, and so forth. The subject of research was 52-metre-tall cylinder-shaped bell tower of St. Anthony of Padua Church in Belgrade, Serbia, which has been inclined since its completion in 1962. An original algorithm was developed for estimating parameters of a cylinder approximating the tower surface and their precision. The horizontal displacement of the cylinder top base centre ranging from 1.174 m to 1.196 m over the five-year period of geodetic monitoring of the tower indicates the clear existence of the structure tilting trend. PB - Elsevier T2 - Measurement 188 (2022) T1 - Quantifying tall structure tilting trend through TLS-based 3D parametric modelling DO - 10.1016/j.measurement.2021.110533 ER -
@article{ author = "Popović, Jovan and Pandžić, Jelena and Pejić, Marko and Vranić, Petko and Milovanović, Branko and Martinenko, Anastasija", year = "2022", abstract = "Geodetic monitoring of a tall structure means employing various methods of measurement and data processing for assessing its verticality. Terrestrial laser scanning (TLS) is a method of collecting lots of quality spatial data in a short time period. It enables detailed surface 3D parametric modelling. Advantages over the traditional cross-sectioning approach include direct obtaining of the structure axis inclination, analysing structure deformations relative to the modelled surface, and so forth. The subject of research was 52-metre-tall cylinder-shaped bell tower of St. Anthony of Padua Church in Belgrade, Serbia, which has been inclined since its completion in 1962. An original algorithm was developed for estimating parameters of a cylinder approximating the tower surface and their precision. The horizontal displacement of the cylinder top base centre ranging from 1.174 m to 1.196 m over the five-year period of geodetic monitoring of the tower indicates the clear existence of the structure tilting trend.", publisher = "Elsevier", journal = "Measurement 188 (2022)", title = "Quantifying tall structure tilting trend through TLS-based 3D parametric modelling", doi = "10.1016/j.measurement.2021.110533" }
Popović, J., Pandžić, J., Pejić, M., Vranić, P., Milovanović, B.,& Martinenko, A.. (2022). Quantifying tall structure tilting trend through TLS-based 3D parametric modelling. in Measurement 188 (2022) Elsevier.. https://doi.org/10.1016/j.measurement.2021.110533
Popović J, Pandžić J, Pejić M, Vranić P, Milovanović B, Martinenko A. Quantifying tall structure tilting trend through TLS-based 3D parametric modelling. in Measurement 188 (2022). 2022;. doi:10.1016/j.measurement.2021.110533 .
Popović, Jovan, Pandžić, Jelena, Pejić, Marko, Vranić, Petko, Milovanović, Branko, Martinenko, Anastasija, "Quantifying tall structure tilting trend through TLS-based 3D parametric modelling" in Measurement 188 (2022) (2022), https://doi.org/10.1016/j.measurement.2021.110533 . .