LiDAR-Based Bridge Displacement Estimation Using 3D Spatial Optimization

被引:17
|
作者
Cha, Gichun [1 ]
Sim, Sung-Han [1 ]
Park, Seunghee [1 ]
Oh, Taekeun [2 ]
机构
[1] Sungkyunkwan Univ, Sch Civil Architectural Engn & Landscape Architec, Suwon 16419, South Korea
[2] Incheon Natl Univ, Dept Safety Engn, Incheon 22012, South Korea
基金
新加坡国家研究基金会;
关键词
light detection and ranging (LiDAR); terrestrial laser scanning (TLS); deflection; octree space partitioning (OSP); structural health monitoring (SHM); LASER; BEAMS;
D O I
10.3390/s20247117
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
As civil engineering structures become larger, non-contact inspection technology is required to measure the overall shape and size of structures and evaluate safety. Structures are easily exposed to the external environment and may not be able to perform their original functions depending on the continuous load for a long time. Therefore, in this study, we propose a method for estimating the vertical displacement of structures using light detection and ranging, which enables non-contact measurement. The point cloud acquired through laser scanning was rearranged into a three-dimensional space, and internal nodes were created by continuously dividing the space. The generated node has its own location information, and the vertical displacement value was calculated by searching for the node where the deformation occurred. The performance of the proposed displacement estimation technique was verified through static loading experiments, and the octree space partitioning method is expected to be applied and utilized in structural health monitoring.
引用
收藏
页码:1 / 19
页数:18
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