Advanced method for station point control accuracy to monitor the behaviour in service stage of civil engineering structures using geodetic satellite technology

D. Morariu
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引用次数: 2

Abstract

— The monitoring of important engineering buildings is mandatory and necessary especially in crowded urban areas. Achieving a stable and optimal monitoring network leads to a more effective time monitoring of objectives through the use of satellite methods. Satellite geodetic technology along with emerging technologies is a modern way to get data on civil buildings monitored with reasonable accuracy. Thus, the fast evolution of communication technologies allowed and developed several satellite constellations throughout the Globe at the same time, depending on the needs and economic power of owners. In the present scientific paper, we will describe an analysis of the accuracy of data obtained with the use of satellite technology for monitoring the behavior of an engineering building using Romanian Positioning System (ROMPOS) based on satellite systems such as: Global Navigation Satellite System (GNSS), Russian GLONASS and European Galileo, but also on GNSS permanent stations, obtaining real-time data in the ETRS89 European Coordinate System. The aim of this paper is to compare the use of the Global Positioning System (GPS) and GLObalnaya both individually and simultaneously to determine the control points of the monitoring network. The precision of station points determining for an engineering structure is important, and in the case of the use of satellite technology it can be influenced by multiple factors that will be presented in the paper. The accuracy of the station coordinates of the selected target is given by integrating both satellite constellations by increasing the number of satellites used, obtaining a more accurate position with greater visibility to them. It is an engineering structure, viaduct type, over 50 years old, with a length of 1.3 kilometers. The objective is in the North-West part of Galati, Romania and represents an important access road connecting Galati city to the platform of ArcelorMittal steel company requiring a regular observationeven a permanent monitoring.
利用大地测量卫星技术实现土建结构服役阶段行为监测的测点控制精度的先进方法
-对重要工程建筑物的监测是强制性和必要的,特别是在拥挤的市区。通过使用卫星方法实现稳定和最佳的监测网络,可以更有效地对目标进行时间监测。卫星大地测量技术和新兴技术是获得合理精度民用建筑监测数据的一种现代方法。因此,通信技术的快速发展使得同时在全球范围内发展了几个卫星星座,这取决于所有者的需要和经济实力。在本科学论文中,我们将描述使用卫星技术监测工程建筑行为的数据准确性分析,该数据使用罗马尼亚定位系统(ROMPOS)基于卫星系统,如:全球导航卫星系统(GNSS),俄罗斯GLONASS和欧洲伽利略,以及GNSS永久站,在ETRS89欧洲坐标系统中获取实时数据。本文的目的是比较全球定位系统(GPS)和GLObalnaya的单独和同时使用,以确定监测网络的控制点。工程结构的测点精度很重要,在使用卫星技术的情况下,测点精度会受到多种因素的影响,本文将介绍这些因素。所选目标的台站坐标精度是通过增加所使用卫星的数目来整合两个卫星星座,从而获得更精确的位置和更大的能见度。它是一座高架桥式的工程结构,已有50多年的历史,全长1.3公里。目标位于罗马尼亚加拉蒂的西北部,是连接加拉蒂市和安赛乐米塔尔钢铁公司平台的重要通道,需要定期观察,甚至是永久监测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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