2016
DOI: 10.1002/stc.1955
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Comparison of different statistical approaches for removing environmental/operational effects for massive data continuously collected from footbridges

Abstract: The implementation of continuous dynamic monitoring systems in two bridges, in Portugal, is enabled to detect the occurrence of very significant environmental and operational effects on the modal properties of these bridges, based on automated processing of massive amounts of monitoring data collected by a set of accelerometers and thermal sensors over several years. In order to remove or mitigate such environmental/operational effects with the purpose of damage detection, two different statistical methods hav… Show more

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Cited by 31 publications
(24 citation statements)
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“…3. Use the frequency responses obtained from steps 1 and 2, and apply equation (14) to obtain the extent coefficient c s of each element. 4.…”
Section: Summary Of the Methodsmentioning
confidence: 99%
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“…3. Use the frequency responses obtained from steps 1 and 2, and apply equation (14) to obtain the extent coefficient c s of each element. 4.…”
Section: Summary Of the Methodsmentioning
confidence: 99%
“…To tackle this temperature condition issue, several approaches, such as regression analysis [12][13][14] and the use of multivariate statistical tools 11,14,15 to process the damage sensitivity features, have been proposed in the literature; however, most of these approaches can only give the presence of damages in the structures. Among the proposed approaches, limited methods can perform level 2 of damage detection, [16][17][18] and only a few methods can perform level 3 of damage detection, i.e.…”
Section: Introductionmentioning
confidence: 99%
“…In the past two decades, bridges have been paid more attention than other types of structures, possibly because bridges are directly exposed to the ambient environment. On the basis of two-year continuous dynamic monitoring data from two bridges under normal operating conditions, Hu et al [2] found that temperature has a primary effect on the variations of modal frequencies in a nonlinear manner. The annual maximum relative variation of frequency estimates is in the14-20.6% range for the 12 modes analyzed, which would mask the subtle changes induced by structural damage.…”
Section: Introductionmentioning
confidence: 99%
“…To separate these inputs, Moaveni et al adopted a static polynomial model to represent relationships between identified natural frequencies and measured temperatures . Hu et al conducted a comparative study between different statistical approaches for removing environmental and/or operational effects using a large, continuously collected dynamic response data set from a pedestrian bridge . Additionally, most operational modal analysis (OMA) algorithms equate ambient excitations to stationary, white noise.…”
Section: Introductionmentioning
confidence: 99%
“…11 Hu et al conducted a comparative study between different statistical approaches for removing environmental and/or operational effects using a large, continuously collected dynamic response data set from a pedestrian bridge. 12 Additionally, most operational modal analysis (OMA) algorithms equate ambient excitations to stationary, white noise. In many cases such assumptions might be violated, and consequently, modal properties would not be identified in a consistent manner.…”
Section: Introductionmentioning
confidence: 99%