Structural Health Monitoring Using Smart Sensors - ideals ...
Structural Health Monitoring Using Smart Sensors - ideals ...
Structural Health Monitoring Using Smart Sensors - ideals ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Chapter 5<br />
MIDDLEWARE SERVICES<br />
In this chapter, middleware services for smart sensors are studied and realized.<br />
Among the middleware services are data aggregation, reliable communication, and<br />
synchronized sensing (Nagayama et al., 2007). These middleware services are<br />
implemented on the Imote2 running TinyOS, while ideas behind these services are<br />
generally applicable to other smart sensor platforms.<br />
5.1 Data aggregation<br />
The amount of data transferred in SHM applications is considerable. Long vibration<br />
records are acquired from densely distributed smart sensors. If they are collected at a<br />
single sink node using multihop communication, communication time easily exceeds the<br />
time necessary for any other smart sensor task. The amount of data utilized in SHM<br />
applications is first estimated. Distributed estimation of correlation functions is then<br />
proposed as model-based data aggregation (Nagayama et al., 2006b, 2007; Spencer &<br />
Nagayama, 2006). This data aggregation method is scalable to networks of large numbers<br />
of smart sensors. Implementation issues are then discussed.<br />
5.1.1 Estimate on data amount in SHM applications<br />
To capture the vibration response of civil infrastructure, sensors need to acquire data<br />
at an appropriate sampling rate for a sufficient period of time at various locations.<br />
Analysis methods are among the factors in determining these parameters. While there are<br />
many analysis methods for SHM applications, most output-only-measurement approaches<br />
for civil infrastructure utilize Power Spectral Density (PSD) or Cross Spectral Density<br />
(CSD) estimation. The amount of data involved in spectral density estimation for civil<br />
infrastructure, thus, can be estimated.<br />
The number of data points used in spectral density estimation is determined by the<br />
number of FFT data points and the number of averages. Spectral density estimation is<br />
performed by averaging the outcomes of FFT analyses. Though any power of two<br />
theoretically works as the number of FFT data points, 1,024 or 2,048 points are most often<br />
used and give reasonable results. The error in the spectral density estimation is inversely<br />
proportional to the number of averages. A larger number of averages is, therefore,<br />
advantageous. The drawback of having a large number of averages is the associated large<br />
amount of data and long measurement time. If the measurement time is too long,<br />
environmental conditions such as wind velocity and temperature may change during<br />
measurement; averaging signals measured when a structure is behaving in a transient<br />
manner is not desirable. The number of averages in spectral density estimation practically<br />
51