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ACTIVE Active control of the Nanjin TV transmission tower with lateraltorsional motion 332503
Dynamic responsecontrolled structures with lever mechanisms 332505
monitoring bridge cables and prestressed
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acceleration active actuator additional analysis applied assumed beam behavior bending bolt bridge building cable changes civil coefficient column compared computed concrete considered constant corresponding crack damage detection dampers damping deformation determine developed device displacement dynamic earthquake effect elastic elements energy Engineering equation error estimated example experiment experimental fiber Figure forces frame frequency function given grating increase indicates input joint linear load LYPS mass material matrix measured mechanism method modal modes monitoring motion observed obtained optic optimal output parameters passive pattern performance plates presented properties proposed ratio reduce reference relative represent Research resistivity respectively response Ritz vectors sensing sensor shape shown shows signal simulated specimen static steel stiffness strain stress structure surface Table technique temperature truss vibration wave yield