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Simple geometrical model to analyze the motion detection of bridges based-GPS technique: case study Yonghe Bridge

机译:基于GPS技术的桥梁运动检测的简单几何模型:以永和桥为例

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摘要

This study deals with the viability of using a designed geometrical model consists of plane, polar coordinates (PC) and span length in the determination of bridges deformation. The data of a Tianjin Yonghe bridge located in the southern part of China as collected by RTK-DGPS technique and Accelerometer were used in the analysis. Kalman filter and fast Fourier transformation (FFT) analyses were used to determine the frequency. The results indicate that the designed plane and PC geometrical model are easy to calculate the long-time structural deformation monitoring. In addition, the observed frequency using GPS with the rate of 20 Hz doesn't give correction natural frequency of the observation structures.
机译:这项研究探讨了使用设计的由平面,极坐标(PC)和跨度长度组成的几何模型确定桥梁变形的可行性。利用RTK-DGPS技术和加速度计收集了位于中国南部的天津永和桥的数据。卡尔曼滤波器和快速傅里叶变换(FFT)分析用于确定频率。结果表明,设计的平面和PC几何模型易于计算长期的结构变形监测。此外,使用GPS以20 Hz的频率观测频率不会给出观测结构的校正固有频率。

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