Assessment of evaluation methods of dynamic response of multi-span bridge to mining tremor

doi:10.1201/b15963-57

Chapter

Assessment of evaluation methods of dynamic response of multi-span bridge to mining tremor

ABSTRACT

For the dynamic analysis of the bridge a mining tremor recorded in the LGC region was used (Fig. 2). The maximum acceleration of 0.8 m/s2 occurred during the shock. The dominant frequencies of the shock was about 7 and 20 Hz.