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Analysis of the geometry of the cultural heritage object from the terrestrial laser scanning data

机译:从地面激光扫描数据分析文化遗产物体的几何形状

摘要

On the selected case (the belfry in village Črni kal, Slovenia) the analysis of data about terrestial laserudscanning with a view to graphically and numerically determined nonverticality and other possible deformationsudof the belfry is carried out. Data acquired with a terrestrial laser scanner has been providedudby 3D ATA Ltd. Data analysis was conducted with a program Geomagic, and a program AutoCADudhas been used to draw horizontal planes. The point cloud was imported into the program GeomagicudStudio which was used for further analyzes. We carried out four methods of determination the geometryudof the belfry: we determined the parameters of planes outer walls of the belfry; we determined theudangle of inclination from the vertical (according to the line between the center of the apple and theudcenter of the lower plane and the angle of inclination from the vertical line to elevation levels); weuddetermined the horizontal planes at elevation levels (together 14 levels) and compare plan views of theudcorner points; we searched the fit of the belfry to different geometric shapes. In the first analysis weudhave found that the belfry inclines differently in different directions. In second analysis we have foundudthat the angle of inclination from the vertical line of the belfry is 2°52'51'' (according to the line betweenudthe center of the apple and the center of the lower plane) and overall angle of inclination fromudthe vertical line is 2°52'51'' (according to elevation levels). In the third analysis we have found that theudcorner points of the belfry of the selected horizontal planes according to plan view do not show displacement,udthe reason is in different lengths of the sides of the belfry. In fourth analysis we haveudsearched the fit of the points of the belfry to cylinder and cone/truncated cone. We compared the orientationudof shapes and normal of the planes with computed 2D distances. We have found that the deviationsudare great on the total height of the belfry on each shape.
机译:在选定的案例(斯洛文尼亚Črnikal村的钟楼)上,对陆地激光 udscan数据进行了分析,以图形和数字方式确定钟楼的非垂直性和其他可能的变形 ud。 3D ATA Ltd.已提供了使用地面激光扫描仪获取的数据。使用Geomagic程序进行了数据分析,并使用AutoCAD ud程序绘制了水平面。点云已导入程序Geomagic udStudio,用于进一步分析。我们执行了四种确定钟楼几何 ud的方法:确定钟楼平面外壁的参数;确定钟楼平面外壁的参数;确定钟楼平面外壁的参数。我们确定了垂直方向的 udling倾斜角度(根据苹果的中心和下平面的 udcenter之间的线以及垂直方向到高程的倾斜角度);我们确定了海拔高度(共14个水平)的水平面,并比较了 udcorner点的平面图;我们搜索了钟楼是否适合不同的几何形状。在第一次分析中,我们发现钟楼在不同方向上的倾斜度不同。在第二次分析中,我们发现 ud从钟楼垂直线倾斜的角度为2°52'51''(根据苹果中心和下平面中心之间的线)垂直线 ud的倾斜角度为2°52'51''(根据海拔高度)。在第三个分析中,我们发现根据平面图,所选水平面的钟楼的角点未显示位移,原因是钟楼侧面的长度不同。在第四次分析中,我们研究了钟点对圆柱和圆锥体/截头圆锥体的拟合。我们将平面的方向 udof形状和法线与计算出的2D距离进行了比较。我们发现,每个形状的钟楼总高度偏差都很大。

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    Gabršček Tjaša;

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