1Samiyeva Shakhnoza Khushvaqtovna, 2Prof. Makhmudov Said Makhmudovich
1Doctoral student (PhD) Tashkent Institute of Architecture and Construction (Uzbekistan)
2Scientific adviser: Tashkent Institute of Architecture and Construction (Uzbekistan)
DOI : https://doi.org/10.47191/ijmra/v5-i4-08Google Scholar Download Pdf
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.
Keywordsseismic protection, foundation, seismic isolation belt, fluoroplastic, earthquake, seismic impact, building, structure, foundation platform, seismic protection, sliding layer, seismic protection control system
REFERENCES
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5) GOST 10007-80 FLUOROPLAST-4. Specifications. Publishing house of standards. T. state standard of the Republic of Uzbekistan.
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Volume 05 Issue 04 APRIL 2022
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