Dynamic analysis of damaged masonry building repaired with the flexible joint method
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Publication date: 2012-03-31
Archives of Civil Engineering 2012;58(1):39-55
The paper presents a dynamic analysis of the damaged masonry building repaired with the Flexible Joint Method. Numerical analysis helped to determine the effect of the applied repairing method on natural frequencies as well as values of stresses and accelerations in the analyzed variants of numerical model. They confirmed efficiency of the proposed repair method.
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