Combining GPS and accelerometers' records to capture torsional response of cylindrical tower

IF 4.6 Q2 MATERIALS SCIENCE, BIOMATERIALS
R. Al-Saleh, C. Fuggini
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引用次数: 1

Abstract

Researchers up to date have introduced several Structural Health Monitoring (SHM) techniques with varying advantages and drawbacks for each. Satellite positioning systems (GPS, GLONASS and GALILEO) based techniques proved to be promising, especially for high natural period structures. Particularly, the GPS has proved sufficient performance and reasonable accuracy in tracking real time dynamic displacements of flexible structures independent of atmospheric conditions, temperature variations and visibility of the monitored object. Tall structures are particularly sensitive to oscillations produced by different sources of dynamic actions; such as typhoons. Wind forces induce in the structure both longitudinal and perpendicular displacements with respect to the wind direction, resulting in torsional effects, which are usually more complex to be detected. To efficiently track the horizontal rotations of the in-plane sections of such flexible structures, two main issues have to be considered: a suitable sensor topology (i.e., location, installation, and combination of sensors), and the methodology used to process the data recorded by sensors. This paper reports the contributions of the measurements recorded from dual frequency GPS receivers and uni-axial accelerometers in a full-scale experimental campaign. The Canton tower in Guangzhou-China is the case study of this research, which is instrumented with a long-term structural health monitoring system deploying both accelerometers and GPS receivers. The elaboration of combining the obtained rather long records provided by these two types of sensors in detecting the torsional behavior of the tower under ambient vibration condition and during strong wind events is discussed in this paper. Results confirmed the reliability of GPS receivers in obtaining the dynamic characteristics of the system, and its ability to capture the torsional response of the tower when used alone or when they are combined with accelerometers integrated data.
结合GPS和加速度计记录,捕捉圆柱塔的扭转响应
迄今为止,研究人员已经介绍了几种结构健康监测(SHM)技术,每种技术都有不同的优缺点。基于卫星定位系统(GPS, GLONASS和GALILEO)的技术被证明是有前途的,特别是对于高自然周期结构。特别是,GPS在不受大气条件、温度变化和被监测对象能见度影响的情况下,能够实时跟踪柔性结构的动态位移,具有足够的性能和合理的精度。高层结构对不同动力作用源产生的振荡特别敏感;比如台风。风力在结构中引起相对于风向的纵向和垂直位移,从而产生扭转效应,这种效应通常更复杂,难以检测。为了有效地跟踪这种柔性结构的平面内部分的水平旋转,必须考虑两个主要问题:合适的传感器拓扑(即传感器的位置、安装和组合),以及用于处理传感器记录数据的方法。本文报道了双频GPS接收机和单轴加速度计在全尺寸实验活动中记录的测量结果的贡献。中国广州的广州塔是本研究的案例研究,它配备了一个长期结构健康监测系统,部署了加速度计和GPS接收器。本文讨论了结合这两种传感器所获得的较长记录来检测塔在环境振动条件下和强风条件下的扭转行为的阐述。结果证实了GPS接收机在获取系统动态特性方面的可靠性,以及它在单独使用或与加速度计集成数据结合使用时捕获塔扭转响应的能力。
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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来源期刊
ACS Applied Bio Materials
ACS Applied Bio Materials Chemistry-Chemistry (all)
CiteScore
9.40
自引率
2.10%
发文量
464
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