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Số 62, Kỳ 6, [12 - 2021] - Tiếng Anh

Displacement monitoring of high-rise buildings by using terrestrial laser scanners: Faro Focus3D X130

DOI:10.46326/JMES.2021.62(6).05

  • Cơ quan:

    1 Hanoi University of Mining and Geology, Hanoi, Vietnam
    2 Vietnam Natural Resources and Environment Company, Hanoi,Vietnam
    3 Survey and Aerial Mapping One member Limited Liability Company, Hanoi, Vietnam

  • *Tác giả liên hệ:
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  • Nhận bài: 07-07-2021
  • Sửa xong: 03-10-2021
  • Chấp nhận: 02-11-2021
  • Ngày đăng: 31-12-2021
Trang: 29 - 36
Lượt xem: 2754
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Lượt tải: 1045
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Tóm tắt:

Monitoring the displacement of high-rise buildings using a terrestrial laser scanner (TLS) is an active research topic in the field of engineering surveying. The Faro Focus3D X130 is one of the most suitable scanners which is widely used in different industries, such as architecture, archaeology, shipbuilding, and construction. However, in engineering surveying, the potential use of this scanner is not investigated for displacement monitoring yet. This paper's goal is to evaluate the accuracy of this scanner in the displacement monitoring of high-rise buildings. In the fieldwork experiment, the high-rise-rise building’s displacement is simulated by a movement of the board installed on this building. In addition, the surface material, scanning geometry, and point density of data that influenced the scan quality are investigated. The cloud - to - cloud method in CloudCompare software is applied to measure the distance between point clouds in two epochs. The distance between two point clouds allows determining the displacement of the board in two epochs. The results show the deviation between displacement analyzed from point clouds and the actual displacement is smaller than 2 mm in all experiments. TLS completely fulfills the required accuracy in the displacement monitoring according to the Vietnam construction standard. This study indicates that Faro Focus3D X130 is suitable to use in the displacement monitoring of high-rise buildings in practical engineering surveying.

Trích dẫn
Trung Dung Pham, Xuan Cuong Cao, Duc Tinh Le, Cuong Sy Ngo và Dinh Van Le, 2021. Displacement monitoring of high-rise buildings by using terrestrial laser scanners: Faro Focus3D X130, Tạp chí Khoa học kỹ thuật Mỏ - Địa chất, số 62, kỳ 6, tr. 29-36.
Tài liệu tham khảo

Berenyi, A.; Lovas, T. and Barsi, A., (2010). Terrestrial Laser Scanning - Civil Engineering Applications. International Archives of Photogrammetry. Remote Sensing and Spatial Information Sciences 38(Part 5). 80 - 85.

Besl, P. J. and McKay, N. D., (1992). Method for registration of 3 - D shapes. Sensor Fusion IV: Control Paradigms and Data Structures. International Society for Optics and Photonics.

Chrzanowski, A.; Szostak, A. and Steeves, R., (2011). Reliability and Efficiency of Dam Deformation Monitoring Schemes. Proceedings of the CDA 2011 Annual Conference. Fredericton, NB. Canada. October.

González - Aguilera, D.; Gómez - Lahoz, J. and Sánchez, J., (2008). A new Approach for Structural Monitoring of Large Dams with a Three - Dimensional Laser Scanner. Sensors 8(9). 5866 - 5883.

Huttenlocher, D. P.; Klanderman, G. A. and Rucklidge, W. J., (1993). Comparing Images Using the Hausdorff Distance. IEEE Transactions on Pattern Analysis and Machine Intelligence 15(9). 850 - 863.

Jafari, B.; Khaloo, A. and Lattanzi, D., (2017). Deformation Tracking in 3D Point Clouds Via Statistical Sampling of Direct Cloud - to - Cloud Distances. Journal of Nondestructive Evaluation 36(4). 1 - 10.

Jatmiko and Psimoulis, P., (2017). Deformation Monitoring of a Steel Structure Using 3D Terrestrial Laser Scanner (TLS). 24th International Workshop on Intelligent Computing in Engineering. Nottingham, UK.

Jatmiko, J. and Psimoulis, P., (2017). Deformation Monitoring of a Steel Structure Using 3D Terrestrial Laser Scanner (TLS). Proceedingsof the 24th International Workshop on Intelligent Computing in Engineering. Nottingham. UK.

Lague, D.; Brodu, N. and Leroux, J., (2013). Accurate 3D Comparison of Complex Topography with Terrestrial Laser Scanner: Application to the Rangitikei Canyon (NZ). ISPRS Journal of Photogrammetry and Remote Sensing 82. 10 - 26.

Lindenbergh, R. and Pfeifer, N., (2005). A statistical Deformation Analysis of Two Epochs of Terrestrial Laser Data of a Lock. Proceedings of the 7th Conference on Optical.

Little, M., (2006). Slope Monitoring Strategy at PPRust open Pit Operation. Proceedings of the International Symposium on Stability of Rock Slopes in Open Pit Mining and Civil Engineering. Southern African Institute of Mining and Metallurgy Johannesburg.

Mukupa, W.; Roberts, G. W.; Hancock, C. M. and Al - Manasir, K., (2017). A Review of the use of Terrestrial Laser Scanning Application for Change Detection and Deformation Monitoring of Structures. Survey review 49(353). 99 - 116.

Oniga, V. and Chirila, C., (2013). Hausdorff Distance for the Differences Calculation Between 3D Surfaces. Journal of Geodesy and Cadastre RevCAD 15. 193 - 202.

Park, H. S.; Lee, H. M. and Adeli, H., (2007). A new Approach for Health Monitoring of Structures: Terrestrial Laser Scanning. Computer - Aided Civil and Infrastructure Engineering 22. 19 - 30.

Reshetyuk, Y., (2006). Investigation and Calibration of Pulsed Time - of - Flight Terrestrial Laser Scanners, KTH.

Schneider, D., (2006). Terrestrial Laser Scanning for Area Based Deformation Analysis of Towers and Water Dams. Proc. of 3rd IAG/12th FIG Symp., Baden, Austria, May.

Soudarissanane, S., (2016). The Geometry of Terrestrial Laser Scanning; Identification of Errors. Modeling and Mitigation of Scanning Geometry.

Soudarissanane, S.; Lindenbergh, R.; Menenti, M. and Teunissen, P., (2009). Incidence Angle Influence on the Quality of Terrestrial Laser Scanning Points. Proceedings ISPRS Workshop Laserscanning 2009, 1 - 2 Sept 2009, Paris, France, ISPRS.

Van Gosliga, R.; Lindenbergh, R. and Pfeifer, N., (2006). Deformation Analysis of a Bored Tunnel by Means of Terrestrial Laser Scanning. NA.

Voegtle, T., Schwab, I. and Landes, T., (2008). Influences of Different Materials on the Measurements of a Terrestrial Laser Scanner (TLS). Proc. of the XXI Congress. The International Society for Photogrammetry and Remote Sensing, ISPRS2008.

Wujanz, D., (2016). Terrestrial Laser Scanning for Geodetic Deformation Monitoring. Technische Universitaet Berlin (Germany).

Wujanz, D.; Krueger, D. and Neitzel, F., (2013). Defo Scan++: Surface Based Registration of Terrestrial Laser Scans for Deformation Monitoring. Proceedings of 2nd Joint International Symposium on Deformation Measurement (JISDM), Nottingham.

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