基于视觉的位移测量,使用安装在结构上的相机,在结构外固定背景目标

Yunwoo Lee, Geonhee Lee, D. Moon, H. Yoon
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引用次数: 4

摘要

虽然结构位移是结构健康监测的重要信息,但由于不便,在实践中并未得到广泛应用。近年来,基于视觉的位移测量方法被引入,这种方法更加方便和经济。然而,基于视觉的方法通常并不主要用于结构的连续监测,因为获得适当位置以确保视野的空间限制。视觉装置不仅可以显示场景中物体的变化,还可以根据其所安装位置的变化显示相对的视图变化。因此,本研究提出了一种基于摄像机运动引起的相对视图变化来测量安装摄像机位置的结构位移的方法。该方法分为三个步骤。首先,对背景目标进行摄像机标定,得到摄像机参数和目标特征点坐标;其次,根据摄像机运动跟踪特征点的相对变化,得到特征点的二维图像坐标变化;第三,利用相机参数,通过改变后的二维图像坐标与目标特征点的固定三维世界坐标之间的关系计算位移。通过仿真实验分析了摄像机运动对视场变化的影响,并通过实验验证了所提方法的适用性。结果表明,该方法可用于结构位移的合理测量。
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Vision‐based displacement measurement using a camera mounted on a structure with stationary background targets outside the structure
While structural displacements are essential information for structural health monitoring, they are not being widely used in practice due to the inconvenience. Recently, vision‐based displacement measurement methods have been introduced, which are more convenient and cost effective. However, vision‐based methods have generally not been used primarily for the continuous monitoring of structures, due to spatial constraints on obtaining an appropriate location to secure the field of view. A vision device shows not only the changes of objects in the scene but also the relative changes of view according to changes in the position to which it is mounted. Accordingly, this study proposes a methodology for measuring the structural displacement of a location where a camera is mounted, based on a camera motion‐induced relative view change. The method is organized into three steps. First, camera calibration is conducted with background targets to derive the camera parameters and coordinates of the target feature points. Second, by tracking the relative changes in the feature points according to the camera motion, the changed 2D‐image coordinates of the points are derived. Third, the displacement is calculated through the relationship between the changed 2D‐image coordinates and fixed 3D‐world coordinates of the target feature points using the camera parameters. The changes in view according to the camera motion are analyzed with simulation tests, and the applicability of the proposed method is verified through experimental tests. The results show that the proposed method can be used to rationally measure structural displacements.
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