Research on Structural Deformation Monitoring and Analysis of Ancient Castle Buildings Using Three-Dimensional Laser Scanning Technology

Authors

  • Yuhua Zhu Beijing University of Civil Engineering and Architecture, Beijing 100044, China
  • Mu Xu Beijing University of Civil Engineering and Architecture, Beijing 100044, China
  • Xiaoke Nie Beijing University of Civil Engineering and Architecture, Beijing 100044, China

DOI:

https://doi.org/10.18063/bdci.v6i1.1329

Keywords:

Deformation monitoring, Three-dimensional laser scanning technology, Ancient castle buildings, Deshengmen Gate

Abstract

Deformation monitoring refers to the measurement that monitors the change of monitored object using measuring instrument, and determines the deformation status of the target body by recording the changes of the representative discrete points on the target body. Its main purpose is to obtain the deformation characteristics of the spatial position and shape with time and vibration, and to analyze and judge the reasons for the deformation according to the obtained data. The three-dimensional laser scanning technology is also known as the real-scene replication technology. Compared with the traditional measurement technology, the three-dimensional laser scanning technology is high-speed, non-destructive, penetrating and accurate. Taking three-dimensional laser scanning as the technical medium and Deshengmen Gate (Watchtower) as an example, this paper provides technical analysis methods and case studies for the structural deformation monitoring of ancient castle buildings.

Author Biography

Yuhua Zhu, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

Born in July 1975, originally from Jiangxi, China
A PhD graduate from Tsinghua University, Beijing
An Associate Professor of Historical Building Conservation Engineering at the School of Architecture, Beijing University of Civil Engineering and Architecture

References

Ding B, Shi RM, 2019, 3D Reconstruction of Historical Buildings Based on a Single Old Photo. Journal of Beijing University of Civil Engineering and Architecture, 35(3): 26-33.

Liu K, 2017, Application of 3D Laser Geometry Acquiring Based on the Requirement of Ancient Architecture Conservation and Renovation, Beijing University of Technology, Beijing.

Wang X, Jing D, Xu F, et al., 2021, Deformation Analysis of Shield Tunnel Based on 3D Laser Scanning Technology. Beijing Surveying and Mapping, 35(S7): 962-966.

Deng S, 2015, Application of RIEGL VZ-1000 Three-Dimensional Laser Measurement System in Mountainous Terrain Surveying. Pearl River, 2015(04).

Mu C, 2019, Application of the Riegl_VZ_1000 3D Laser Scanner in the Mapping of Major Geological Disasters. Beijing Surveying and Mapping, 33(S5): 579-578.

Liu C, Sun C, 2008, Interpretation of the Measurement Data of the large Wooden Structure of the Main Hall of Baoguo Temple. Journal of Chinese Architecture History, 2008(00): 27-64.

Guo B, 2021, Application of Three-Dimensional Laser Scanning Technology in Deformation Monitoring of Xinjiang Grand Theater. Geomatics & Spatial Information Technology, 44(S1): 225-227.

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Published

2022-05-31

Issue

Vol 6, No 1 (Published)

Section

Original Research Articles

License

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