Quantifying tall structure tilting trend through TLS-based 3D parametric modelling

被引:6
|
作者
Popovic, Jovan [1 ]
Pandzic, Jelena [2 ]
Pejic, Marko [1 ]
Vranic, Petko [1 ]
Milovanovic, Branko [1 ]
Martinenko, Anastasija [1 ]
机构
[1] Univ Belgrade, Fac Civil Engn, Dept Geodesy & Geoinformat, Bulevar Kralja Aleksandra 73, Belgrade 11000, Serbia
[2] Acad Tech & Art Appl Studies Belgrade, Sch Civil Engn & Geodesy, Milana Rakica 42, Belgrade 11000, Serbia
关键词
Terrestrial laser scanning (TLS); 3D parametric modelling; Tower; Cylinder; Inclination; Deformations;
D O I
10.1016/j.measurement.2021.110533
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
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-metretall 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.
引用
收藏
页数:10
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