Abstract
This paper describes the development of a condition monitoring and analysis technique, based on the pulse echo and impulse excitation method, for brickwork structures. The method is applied to structural brickwork columns with different brick and mortar strength combinations. Dynamic time integration finite element analysis modelled the columns’ behaviour under impact loading. The results were transformed to the frequency domain for obtaining the resonant frequencies: the results were successfully compared to those found experimentally and by natural frequency analysis. The effect of a controlled defect was then analysed. Good prediction of dynamic response and resonant frequencies was achieved and the technique is recommended for condition monitoring of brickwork structures.
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