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Analisis Ketelitian Titik Kontrol Horizontal pada Studi Deformasi Jembatan Penggaron Menggunakan Perangkat Lunak Gamit 10.6

机译:使用Gamit软件10.6分析Penggaron桥变形研究中水平控制点的精度。

摘要

The bridge is a building that serves as a liaison both edges which are useful to support various human activities. If the bridge got the pressures, it will experience changes in dimension or shape. As a result of this pressure force, the bridge is likely to be deformed. Deformation could be interpreted as a change of the position or movement of a point on an object or building in absolute and relative terms.In connection with that, then this thesis made to observe the deformation of the bridge by using geodetic GPS with static methods that will analyze the shift of control points which are installed around the bridge using the control point of IGS and CORS, and then processing with GAMIT 10.6.This observation method has the purpose to know how big the shift and analyze the accuracy of IGS and CORS control point. On the results of the processing and has been performed statistical tests of control points to experience a shift in the period July 2015-April, May, June 2016 The N: 0.0450 m, E: 0.1433 m, U: 0.1243 m and the smallest N: 0.0016 m, E: 0.0084 m, U: 0.0005 m. As well as the periods April - August 2016 The N: 0.0927 m, E: 0.1290 m, U: 0.0621 m and the smallest N: 0.0079 m, E: 0.0005 m, U: 0.0014 m.The results of the standard deviation indicates that processing using IGS control point is more thoroughly than processing with CORS control point to produce the coordinates.
机译:这座桥是一座建筑物,两边都是联络点,可用于支持各种人类活动。如果桥梁承受压力,它将经历尺寸或形状的变化。由于该压力,桥可能会变形。变形可以解释为物体或建筑物上某个点的位置或移动的绝对和相对变化。为此,本文结合大地测量技术和静态方法对桥梁的变形进行了观测。将使用IGS和CORS的控制点分析安装在桥梁周围的控制点的位移,然后使用GAMIT 10.6进行处理。此观察方法旨在了解位移有多大,并分析IGS和CORS控制的准确性点。根据处理结果并已对控制点进行统计测试,以经历2015年7月至2016年4月,2016年6月的变化N:0.0450 m,E:0.1433 m,U:0.1243 m,最小N :0.0016 m,E:0.0084 m,U:0.0005 m。以及2016年4月至2016年8月,N:0.0927 m,E:0.1290 m,U:0.0621 m,最小N:0.0079 m,E:0.0005 m,U:0.0014 m。标准差的结果表明:使用IGS控制点进行处理比使用CORS控制点进行处理要更彻底。

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