Post-processing of GNSS data using open source software for structural deformation monitoring

Saad Abbasi
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引用次数: 1

Abstract

In structural deformation monitoring especially of high-rise buildings our main aim is hunting and pin-pointing the deviations of structural movement from reference position (original) and to detect deviancy during normal conditions to catastrophic damage e.g windstorm, thunderstorm, explosion or earthquake. For that to happen an accurate, robust and reliable method for structural monitoring is needed. GNSS with its advanced augmentation techniques can give a positioning accuracy in order of millimetres at its best. Such a higher order of accuracy can be used for precise structural deformation monitoring. Apart from that GNSS gives us loathsome advantages like all weather, around the clock and global coverage. GNSS doesn't need line of sight as it was needed in previous techniques between its stations. Due to these benefits we are using GNSS technology for structural deformation monitoring. GNSS also has some drawbacks like the positioning accuracy is dependent up on number of available satellites, geometry of satellites, multipath and receiver noise. Un-affordable price of precise GNSS receivers also makes it tougher. The data used in the thesis is the one used for structural deformation monitoring with the help of base stations and the rovers using the real time kinematic RTK positioning logged at ICON Tower Karachi, Pakistan a high-rise building. RTKLIB a free software is used for analysis of logged data by applying stand-alone, differential code and differential carrier phase (RTK) positioning techniques. For our post-processing GPS data analysis we had used three rovers at three corners of building story under monitoring with common reference station. One by one on each of the sets we have RTK in RTKPOST GUI application of RTKLIB. For this analysis we have made three cases of comparison between individual RTK results of rover pairs and concluded deformation in a small chunk of time (3600 epochs) one hour data.
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基于开源软件的结构变形监测GNSS数据后处理
在结构变形监测中,特别是高层建筑,我们的主要目的是寻找和精确定位结构从参考位置(原始)的运动偏差,并检测在正常情况下对灾难性破坏(如风暴,雷暴,爆炸或地震)的偏差。为此,需要一种准确、稳健、可靠的结构监测方法。凭借先进的增强技术,GNSS的定位精度最高可达毫米级。这样的高阶精度可用于精确的结构变形监测。除此之外,GNSS还为我们提供了一些令人讨厌的优势,比如全天候、全天候和全球覆盖。GNSS不像以前的技术那样需要站间的视线。由于这些优点,我们正在使用GNSS技术进行结构变形监测。GNSS也有一些缺点,如定位精度取决于可用卫星的数量、卫星的几何形状、多径和接收机噪声。精密GNSS接收机的昂贵价格也使其更加困难。本文使用的数据是利用基站和漫游车利用实时运动学RTK定位在巴基斯坦卡拉奇的高层建筑ICON Tower进行结构变形监测的数据。RTKLIB是一款免费软件,用于通过应用独立、差分代码和差分载波相位(RTK)定位技术来分析日志数据。为了进行GPS数据的后处理分析,我们使用了3台探测车在建筑层的3个角落与共同参考站进行监测。一个接一个地在每个集合上我们都有RTK在RTKPOST的GUI应用程序中的RTKLIB。在此分析中,我们将三个实例与漫游车对的单个RTK结果进行了比较,并在一小段时间内(3600次)得出一小时数据的变形。
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