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High Frequency GNSS Measurements for Structural Monitoring Applications

机译:用于结构监测应用的高频GNSS测量

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Dynamic deformation monitoring of structures such as long bridges, towers, and tall buildings, for the purpose of determining structural vibrations, is possible using Global Navigation Satellite System (GNSS) (Lovse et al. 1995). Starting from 1998, high frequency GNSS measurements have been performed at the Department of Civil Engineering, University of Trieste, Italy, on special civil engineering structures: chimneys, bridges, wind-power towers simulators for the analysis of dynamic behavior and structural vibration monitoring. Using 10, 20 and 50 Hz GPS and GPS+GLONASS receivers, different tests have been performed using simulators built on purpose for the experiments and in real conditions on high structures. A report of the tests performed on a 100 m chimney in Trieste, Italy during strong wind conditions from 1998 to 2002 and using a simulator of elliptical movements for applications to wind-powers vibrations monitoring, in the framework of Italian COFIN98 Aerogen Project, in the years 2008-2010, are herein reported.
机译:为了确定结构振动,可以使用全球导航卫星系统(GNSS)对结构(例如长桥,塔和高层建筑)进行动态变形监测(Lovse等,1995)。从1998年开始,在意大利的里雅斯特大学的土木工程系对特殊的土木工程结构进行了高频GNSS测量:烟囱,桥梁,风电塔模拟器,用于动态行为分析和结构振动监测。使用10、20和50 Hz的GPS和GPS + GLONASS接收器,已使用专用于实验的模拟器进行了不同的测试,这些模拟器是在高结构上的真实条件下进行的。 1998年至2002年在意大利的里雅斯特强风条件下在100 m烟囱上进行的测试报告,在意大利COFIN98 Aerogen项目的框架内,使用椭圆运动模拟器将其应用于风电振动监测中。本文报道了2008年至2010年。

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