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.
6) Lyadsky V. A. Seismic isolation of public buildings with elements of fluoroplast in the foundation structure. Deis. mages. engineering and construction technology. St. Petersburg, 2009.
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Volume 05 Issue 04 APRIL 2022
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