Deformation estimation of truss bridges using two-stage optimization from cameras

被引:0
|
作者
Chou, Jau-Yu [1 ]
Chang, Chia-Ming [1 ]
机构
[1] Natl Taiwan Univ, Dept Civil Engn, Taipei, Taiwan
关键词
computer vision; deformation estimation; improved Kanade-Lucas-Tomasi algorithm; motion tracking; physics-based graphics model; DIGITAL IMAGE CORRELATION; DAMAGE DETECTION; OPTICAL-FLOW; IDENTIFICATION;
D O I
10.12989/sss.2023.31.4.409
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Structural integrity can be accessed from dynamic deformations of structures. Moreover, dynamic deformations can be acquired from non-contact sensors such as video cameras. Kanade-Lucas-Tomasi (KLT) algorithm is one of the commonly used methods for motion tracking. However, averaging throughout the extracted features would induce bias in the measurement. In addition, pixel-wise measurements can be converted to physical units through camera intrinsic. Still, the depth information is unreachable without prior knowledge of the space information. The assigned homogeneous coordinates would then mismatch manually selected feature points, resulting in measurement errors during coordinate transformation. In this study, a two-stage optimization method for video-based measurements is proposed. The manually selected feature points are first optimized by minimizing the errors compared with the homogeneous coordinate. Then, the optimized points are utilized for the KLT algorithm to extract displacements through inverse projection. Two additional criteria are employed to eliminate outliers from KLT, resulting in more reliable displacement responses. The second-stage optimization subsequently fine-tunes the geometry of the selected coordinates. The optimization process also considers the number of interpolation points at different depths of an image to reduce the effect of out-of-plane motions. As a result, the proposed method is numerically investigated by using a truss bridge as a physics-based graphic model (PBGM) to extract high-accuracy displacements from recorded videos under various capturing angles and structural conditions.
引用
收藏
页码:409 / 419
页数:11
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