范哲, 冯新, 周晶. Damage Detection of Long-span Cable-stayed Bridge Based on the Distributed Strain Monitoring[J]. 2014, 34(1): 46-50+72. DOI: 10.13409/j.cnki.jdpme.2014.01.007.
which commonly leads to the abnormality in the local strain.Monitoring the structural damage in a distributed manner
as well as extracting the damage-sensitive feature
is an effective way to detect and position the damages in the long-span bridges.However
monitoring the distributed strain may not truly reflect the damage state of the structure due to the effect of environmental noise.Therefore
a multi-scale analysis for the distributed strain signal is proposed by wavelet transform.The proposed method alleviates the noise effects on the strain signals and averaging effect
thus determines the exact location of the singular point of the spatial signal accurately and conveniently.Meanwhile
a cablestayed bridge model with scale ratio 1:150was built in the laboratory.Both of the numerical simulation and model tests were carried out on a cable-stayed bridge model to testify the effectiveness of the proposed method.
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