Abstract
Due to its location, the territory of the Republic is subject to seismic impact of 7-9 points. Along with the traditional methods of seismic protection, a rational solution is the introduction of new active methods, one of which is a sliding belt. The purpose of the work is to test the effectiveness of the use of a sliding belt, in the conditions of construction on the territory of the Republic of Uzbekistan, using the example of a building with a flexible structure.
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