DOI: 10.5937/jaes0-37001
This is an open access article distributed under the CC BY 4.0
Volume 20 article 1014 pages: 1083-1092
The article justifies the use of laser-scanning systems for geodetic monitoring of high-rise buildings and structures. Contemporary methods allow solving comprehensively the main tasks of geodetic monitoring. During the monitoring of high-rise objects, not only the main geometric parameters of the objects should be taken into account. The main importance should be given to the mutual arrangement of individual building elements, which is especially important for identifying and predicting deformation processes. Laser scanning coordinate measuring systems are designed to measure the object coordinate points to determine the object’s geometric dimensions. The principle of GLS operation is to measure the point coordinates in space by the polar method. Distance is measured by a laser rangefinder using a pulse method with signal digitization technology. The advantage of this approach is a smaller amount of time spent on the creation of a primary survey network. At that, the laying of scanner ray paths is most effective when carrying out ground-based laser scanning of linear structures. But it is advisable to apply its construction elements within the framework of the developed methodology. The development and implementation of new technologies for geodetic work performance, supported by an appropriate level of automation, is always carried out to reduce the time required for data collection and processing. The RiSCAN PRO program is a project-oriented product, i.e. the entire volume of data obtained as a part of a single measurement project is structured and stored according to the RiSCAN PRO project structure.
1. Kuttykadamov, M.E., Rysbekov, K.B., Milev, I., Ystykul, K.A., Bektur, B.K. (2016). Geodetic monitoring methods of high-rise constructions deformations with modern technologies application. Journal of Theoretical and Applied Information Technology, vol. 93, no. 1, 24-31.
2. Madimarova, G.S., Aitkazinova, Sh., Kyrgyzbayeva, G.M. (2014). Contemporary methods of geodetic observations of deformations in the metro construction zone. Mine Surveying and Subsurface Use, vol. 4, no. 72, 58-60.
3. Kurmanov, A.K., Askarov, D.A. (2017). The effect of the groundwater level in the construction and reconstruction of buildings and structures. Science and Technology of Kazakhstan, no. 1-2, 20-24.
4. Valkov, V.A. (2015). Geodetic observations of the deformation process of high-rise structures using ground-based laser scanning technology. Ph.D. thesis in technical sciences. Saint Petersburg Mining University, Saint Petersburg, p. 46-47.
5. Fawzy, H.E.-D. (2019). 3D laser scanning and close-range photogrammetry for buildings documentation: A hybrid technique towards a better accuracy. Alexandria Engineering Journal, vol. 58, no. 4, 1191-1204. DOI: 10.1016/j.aej.2019.10.003
6. Komissarov, A.V. (2015). Theory and technology of laser scanning for spatial modeling of territories. Higher Ph.D. thesis in technical sciences. Siberian State University of Geosystems and Technologies, Novosibirsk, 46 p.
7. Riveiro, B., Caamano, J.C., Arias, P., Sanz, E. (2011). Photogrammetric 3D modelling and mechanical analysis of masonry arches: An approach based on a discontinuous model of voussoirs. Automation in Construction, vol. 20, no. 4, 380-388, DOI: 10.1016/j.Autcon.2010.11.008
8. Seredovich, V.A., Komissarov, A.V., Komissarov, D.V., Shirokova, T.A. (2009). Ground-based laser scanning: Monograph. Siberian State University of Geosystems and Technologies, Novosibirsk, 261 p.
9. Madimarova, G.S., Aitkazinova, Sh., Kyrgyzbayeva, G.M. (2014). Modern methods of geodetic observations of deformations in the metro construction zone. Mine Surveying and Subsoil Use, no. 4(72), 58-60.
10. Teza, G., Galgaro, A., Moro, F. (2009). Contactless recognition of concrete surface damage from laser scanning and curvature computation. NDT & E International, vol. 42, 240-249, DOI: 10.1016/J.NDTEINT.2008.10.009
11. Trimble. (2011). 3D scanning becomes an everyday tool. Technology & More, no. 2, 15-16, from: http://www.trimble.com/technologyandmore/i2-2011
12. Valkov, V.A. (2013). Creation of three-dimensional digital models of high-rise buildings and facilities based on surface laser scanning. Scientific reports on resource issues: Efficiency and Sustainability in the Mineral Industry, vol. 1, part 2, 74-77.
13. Berenyi, A., Lovas, T., Barsi, A. (2010). Terrestrial laser scanning - Civil engineering applications. International Archives of Photogrammetry, Remote Sensing and Spatial Information Sciences, vol. 37, Part 5. Commission V Symposium. Newcastle upon Tyne, UK, 80-85.
14. Komissarov, A.V. (2015). Theory and technology of laser scanning for spatial modeling of territories. Higher Ph.D. thesis in technical sciences. Siberian State University of Geosystems and Technologies, Novosibirsk, 46 p.
15. Seredovich, A.V., Ivanov, A.V., Dementieva, O.A. (2011). Application of the riscan pro software for scan registration. Interexpo Geo-Siberia, vol. 1, no. 2, 219-222.
16. Khalykov, Y., Lyy, Y., Abitbayeva, A., Togys, M., Valeyev, A. (2020). Terrestrial laser scanning methods for monitoring erosion of the southwestern shore of Alakol lake. 20th International Multidisciplinary Scientific GeoConference SGEM 2020, vol. 20. STEF92 Technology, p. 117-130, DOI: 10.5593/sgem2020/2.2/s09.015
17. Halykov, E.E. (2018). Application of laser scanning techniques and geoinformation systems in the study of gully erosion (Kazakhstan). Bulletin of the Moscow University. Series 5. Geography, vol. 5, 37-42.
18. Valkov, V.A., Mustafin, M.G., Makarov, G.V. (2013). Application of land laser scanning for creation of three-dimensional digital models of the Zhukovsky tower. Notes of Mining institute, vol. 204, 58-61.