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Dynamic Properties of a Fullscale Bridge Using Forced Vibration Testing 177
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acceleration active analysis analytical application approach assumed beam bearing brake calculated changes coefficient complex components considered coupling crack damage damping defined detection determined developed direction disc displacement dynamic effect energy Engineering equation error estimation example excitation experimental Figure finite element flexible force friction function given identification increase initial input integration joint Journal layer linear load mass material matrix measured mechanical method misalignment modal mode shapes monitoring motion natural frequencies noise observed obtained operating optimization parameters peak performance plate position predicted presented problem procedure properties range ratio reduced reference relative represents respectively response rotating rotor sensor shaft shown shows signal simulation solution speed squeal static stiffness structure Table technique unbalance updating values variable vector vehicle vibration