Development of a Method for Determining the Tilt of Tower-Type Engineering Structures
DOI:
https://doi.org/10.31548/zemleustriy2026.03.016Keywords:
unmanned aerial vehicle (UAV), quadcopter, aerial photogrammetric survey, digital photogrammetry, structural tilt, industrial chimney, geodetic monitoringAbstract
This paper investigates modern approaches to determining the tilt of tower-type engineering structures using unmanned aerial vehicles (UAVs) and digital photogrammetry techniques. The relevance of the research is driven by the growing need to improve the accuracy, efficiency, and safety of geodetic monitoring of high-rise engineering structures subjected to natural and anthropogenic influences throughout their operational life. A geodetic methodology for determining the tilt of industrial chimneys is proposed, based on UAV aerial image acquisition followed by photogrammetric processing of digital images using the Digitals software package. The study describes the principal stages of the proposed methodology, including flight mission planning, image acquisition, photogrammetric data processing, three-dimensional reconstruction of the structure, determination of the coordinates of characteristic points, and calculation of the tilt magnitude. Experimental investigations confirmed the effectiveness and reliability of the proposed approach, demonstrating its capability to provide accurate geometric characteristics of the structure and to assess its spatial position with a high degree of precision. The obtained results indicate that UAV-based photogrammetric surveying significantly reduces fieldwork duration, decreases labor intensity, enhances personnel safety during inspections of inaccessible structures, and lowers operational costs compared with conventional geodetic surveying methods. The practical significance of the research lies in the development of a universal geodetic methodology for tilt determination of tower-type engineering structures that can be effectively applied for operational inspection, technical condition assessment, deformation monitoring, and the timely detection of hazardous changes in the spatial position of high-rise engineering facilities. The proposed methodology provides an efficient, reliable, and economically feasible solution for modern engineering surveying and structural health monitoring applications.
Received: 16.07.2026;
Accepted: 14.08.2026;
References
1. Pleterski, Ž., Rak, G., & Kregar, K. (2024). Determination of chimney non-verticality from TLS data using RANSAC method. Remote Sensing, 16(23), Article 4541. DOI: https://doi.org/10.3390/rs16234541
2. Zhou, M., Qin, Y., Xie, Q., Song, Q., Lin, S., Qin, L., Zhou, Z., Wu, G., & Yan, P. (2025). Tilt monitoring of super high-rise industrial heritage chimneys based on LiDAR point clouds. Buildings, 15, Article 3046. DOI: https://doi.org/10.3390/buildings15173046
3. Ji, X., Ren, L., Fu, X., Zhang, Q., & Li, H. (2023). Deformation monitoring of monopole communication towers based on multi-source data fusion. Buildings, 13(11), Article 2709. DOI: https://doi.org/10.3390/buildings13112709
4. Bae, J., Lee, J., Jang, A., Ju, Y. K., & Park, M. J. (2022). SMART SKY EYE system for preliminary structural safety assessment of buildings using unmanned aerial vehicles. Sensors, 22(7), Article 2762. DOI: https://doi.org/10.3390/s22072762
5. DBN V.1.3-2:2010. Heodezychni roboty u budivnytstvi [Geodetic works in construction]. (2010). Minrehion Ukrainy.
6. DSTU-N B V.1.2-18:2016. Nastanova shchodo obstezhennia i monitorynhu budivel i sporud [Guidelines for inspection and monitoring of buildings and structures]. (2016). DP "UkrNDNTs".
7. DBN V.2.1-10:2018. Osnovy i fundamenty budivel ta sporud. Osnovni polozhennia [Foundations of buildings and structures. Basic provisions]. (2018). Minrehion Ukrainy.
8. Popović, J., Pandžić, J., Pejić, M., Vranić, P., Milovanović, B., & Martinenko, A. (2022). Quantifying tall structure tilting trend through TLS-based 3D parametric modelling. Measurement, 188, Article 110533. DOI: https://doi.org/10.1016/j.measurement.2021.110533
9. Teng, J., Shi, Y., Wang, H., & Wu, J. (2022). Review on the research and applications of TLS in ground surface and constructions deformation monitoring. Sensors, 22(23), Article 9179. DOI: https://doi.org/10.3390/s22239179
10. Leick, A., Rapoport, L., & Tatarnikov, D. (2015). GPS satellite surveying (4th ed.). John Wiley & Sons.
11. Hofmann-Wellenhof, B., Lichtenegger, H., & Wasle, E. (2008). GNSS – Global Navigation Satellite Systems: GPS, GLONASS, Galileo, and more. Springer.
12. Welsch, W. M., & Heunecke, O. (2001). Models and terminology for the analysis of geodetic monitoring observations (FIG Publication No. 25). International Federation of Surveyors (FIG). Available at: https://www.fig.net/resources/publications/figpub/pub25/figpub25.asp
13. International GNSS Service. (n.d.). GNSS data formats and standards. Available at: https://igs.org/formats-and-standards/
14. Leica Geosystems AG. (n.d.). Leica GeoMoS monitoring solution. Available at: https://leica-geosystems.com/products/total-stations/software/leica-geomos
15. García-Nieto, M. C., Huesca-Tortosa, J. A., Martínez-Segura, M. A., Espín de Gea, A., & Navarro, M. (2025). Structural deformation monitoring using UAV photogrammetry to assess slender historic buildings. Journal of Building Engineering, 100, Article 111766. DOI: https://doi.org/10.1016/j.jobe.2025.111766
16. Sun, J., Peng, B., Wang, C. C., Chen, K., Zhong, B., & Wu, J. (2022). Building displacement measurement and analysis based on UAV images. Automation in Construction, 140, Article 104367. DOI: https://doi.org/10.1016/j.autcon.2022.104367
17. International Committee on Industrial Chimneys (CICIND). (2010). Model code for steel chimneys: The CICIND chimney standard (Rev. 2). Available at: https://pdfcoffee.com/cicind-model-code-for-steel-chimneys-1999-pdf-pdf-free.html
Downloads
Published
Issue
Section
License
Copyright (c) 2026 Землеустрій, кадастр і моніторинг земель

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Relationship between right holders and users shall be governed by the terms of the license Creative Commons Attribution – non-commercial – Distribution On Same Conditions 4.0 international (CC BY-NC-SA 4.0):https://creativecommons.org/licenses/by-nc-sa/4.0/deed.uk
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).