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Relative performance evaluation of pattern recognition models for nondestructive damage
Bridge diagnostics via vibration monitoring 271904
Selfmonitoring bond between steel and concrete 271906
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actuator allows analysis applications approach beam behavior bending bolt bond bridge calculated changes chloride civil classifier component composite concrete configuration construction corrosion cracks damage damping deformation detection determine developed direction disbond displacement distribution dynamic effect electrical element Engineering Equation estimated evaluation excitation experimental fiber optic sensor field Figure force frequency function gage gauges girder given grating identified increase Indicator input integrated light linear load localization mass material measurement mechanical method modal mode monitoring nonlinear obtained occurs optical fiber output parameters pattern performance placed possible predicted presented range reference resistivity response samples sensing sensitivity shapes shown in Figure shows signal smart soil steel stiffness strain strength stress structure surface Table technique values vibration