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Investigating Performance of High-Rate GNSS-PPP and PPP-AR for Structural Health Monitoring: Dynamic Tests on Shake Table

机译:调查高速GNSS-PPP和PPP-AR进行结构健康监测的性能:摇架上的动态测试

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This paper investigates the usability of Global Navigation Satellite System (GNSS) Precise Point Positioning (PPP) methods, traditional PPP with a float-ambiguity solution and with ambiguity resolution (PPP-AR), in structural health monitoring applications based on experimental tests using a single-axis shake table. To evaluate the performance of the PPP methodologies, harmonic oscillations of the motion table with amplitudes ranging from 5 to 10 mm and frequency between 0.1 and 3 Hz were generated representing a wide range of possible structural motions. In addition, ground motion similar to those experienced during a real earthquake, the 1995 Kobe earthquake, and step motions were generated on the shake table. GNSS PPP-derived positioning results at 20 Hz were compared, in both of the frequency and time domains, with reference data comprising LVDT data and relative positioning data. Results show that both PPP methods' measurements can be used in the computation of harmonic oscillation frequencies compared to the LVDT and relative positioning values. The observed amplitudes of the harmonic oscillations are slightly different from the LVDT values on the order of millimeters. The results of a step motion experiment demonstrated that PPP-AR is better than traditional PPP in exhibiting quasi-static or static displacement. Moreover, the capabilities of traditional PPP and PPP-AR methods are evaluated with respect to the natural frequency of a small-scale structural model excited on the shake table. The frequency spectrum of this small-scale structural model derived from the PPP methods is consistent with finite-element model (FEM)-predicted values and relative positioning. The research presented here demonstrates the potential of the high-rate GNSS PPP and PPP-AR methods to reliably monitor structural and earthquake-induced vibration frequencies and amplitudes for both structural and seismological applications. Specifically, all results reveal that high-rate PPP-AR is more accurate than traditional PPP for both dynamic and static displacement detection.
机译:本文调查了全球导航卫星系统(GNSS)精确点定位(PPP)方法,传统PPP的可用性,具有浮动 - 模糊的解决方案以及基于实验测试的结构健康监测应用中的模糊分辨率(PPP-AR)。单轴摇动台。为了评估PPP方法的性能,产生具有5至10mm的幅度的运动表的谐波振荡,并且产生0.1至3Hz的频率,表示各种可能的结构运动。此外,在摇动台上产生了类似于现实地震期间经历的地面运动,类似于真实地震,1995年的神户地震和阶梯运动。在两个频率和时间域中比较GNSS PPP衍生定位在20Hz中,其中包括包括LVDT数据和相对定位数据的参考数据。结果表明,与LVDT和相对定位值相比,可以在谐波振荡频率计算中使用两种PPP方法的测量。观察到的谐波振荡的幅度与毫米的LVDT值略有不同。步进运动实验的结果表明,PPP-AR在表现出准静态或静态位移方面优于传统PPP。此外,关于在摇动台上兴奋的小规模结构模型的固有频率评估传统PPP和PPP-AR方法的能力。来自PPP方法的这种小型结构模型的频谱与有限元模型(FEM) - 预测值和相对定位一致。这里提出的研究表明了高速GNSS PPP和PPP-AR方法的电位,以可靠地监测结构和地震诱导的结构和地震应用的振动频率和幅度。具体而言,所有结果表明,对于动态和静态位移检测,高速PPP-AR比传统PPP更准确。

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