In the article the problem of localization of defects rassmrtirvaetsya concrete columns using methods of vibration diagnostics. Fault location technique based on the analysis of dynamic characteristics of the structure, such as natural frequencies and mode shapes. In this paper we study shows the finite element model of the column using the method of determining the index of structural damage. The results of localization with a different arrangement of the defect in the design.

Keywords: damage detection, reinforced concrete column

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