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tory results encouraged further eld investigations. Changes in support condition and crack development affect natural frequencies and modal amplitudes. Changes in modal frequency were up to 30 percent for changes in support condition and up to 10 percent for cracking. The New York State DOT used continuous monitoring of bridge dynamic characteristics. The remote bridge monitoring system is based on measuring dynamic motion (using accelerometers) as well as strain and rotation (using inclinometers). A warning alarm is detected when signi cant changes in modal frequencies occur. Dynamic response data collected show up to 10 percent scatter in the modal frequency measurement. Salane et al. reported dynamic tests of a bridge for detecting structural deterioration caused by girder fatigue cracks. A concrete deck on steel girders was loaded with an electro-hydraulic actuator system up to 465,000 load cycles. Accelerometers were used to determine damping ratios, frequency contents, and impedance at various stages during the loading. The test results indicated increases in damping ratios with cycles of loading caused by cracking, and a decrease in amplitude at resonant frequencies, as well as a 20 to 40 percent change in computed stiffness coef cients. Salawu and Williams reported a study of the forced vibrations of a bridge before and after repair. The test results demonstrated small changes in natural frequency induced by the repair. Woodward et al. conducted dynamic tests for a full-scale bridge subject to arti cially induced fatigue cracking (vertical cuts) in a main girder. Preliminary eld test results showed changes in dynamic characteristics due to a maximum amount of damage.
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