Lee Jae Kang, Lee Jae One, Kim Jung Ok
LX Spatial Information Research Institute, 163, Anjeon-ro, Iseo-myeon, Wanju_Gun, Jeollabuk-do 55365, Korea.
Department of Civil Engineering, Dong-A University, Busan 49315, Korea.
Sensors (Basel). 2016 May 27;16(6):774. doi: 10.3390/s16060774.
This research introduces an improvement plan for the reliability of Global Navigation Satellite System (GNSS) positioning solutions. It should be considered the most suitable methodology in terms of the adjustment and positioning of GNSS in order to maximize the utilization of GNSS applications. Though various studies have been conducted with regards to Bridge Health Monitoring System (BHMS) based on GNSS, the outliers which depend on the signal reception environment could not be considered until now. Since these outliers may be connected to GNSS data collected from major bridge members, which can reduce the reliability of a whole monitoring system through the delivery of false information, they should be detected and eliminated in the previous adjustment stage. In this investigation, the Detection, Identification, Adaptation (DIA) technique was applied and implemented through an algorithm. Moreover, it can be directly applied to GNSS data collected from long span cable stayed bridges and most of outliers were efficiently detected and eliminated simultaneously. By these effects, the reliability of GNSS should be enormously improved. Improvement on GNSS positioning accuracy is directly linked to the safety of bridges itself, and at the same time, the reliability of monitoring systems in terms of the system operation can also be increased.
本研究介绍了一种提高全球导航卫星系统(GNSS)定位解决方案可靠性的改进计划。就GNSS的平差和定位而言,应将其视为最合适的方法,以便最大限度地利用GNSS应用。尽管已经针对基于GNSS的桥梁健康监测系统(BHMS)开展了各种研究,但到目前为止,尚未考虑到取决于信号接收环境的异常值。由于这些异常值可能与从主要桥梁构件收集的GNSS数据相关联,而这些数据可能通过传递虚假信息降低整个监测系统的可靠性,因此应在先前的平差阶段对其进行检测和消除。在本研究中,通过一种算法应用并实施了检测、识别、自适应(DIA)技术。此外,它可以直接应用于从大跨度斜拉桥收集的GNSS数据,并且大多数异常值能够被有效检测并同时消除。通过这些效果,GNSS的可靠性应能得到极大提高。GNSS定位精度的提高直接关系到桥梁本身的安全,同时,在系统运行方面,监测系统的可靠性也能得到提高。