LARGE-SPAN SHELLS OF UNIQUE BUILDINGS CONSTRUCTED BY A COMBINED INSTALLATION METHOD

Razzoqov Nurmuhammadhon Sayidmahsud o’g’li,Maqsudov Mirfayz Ismatilloyevich,  Elboyev Botir Nuriddin ugli

Authors

Razzoqov Nurmuhammadhon Sayidmahsud o’g’li,Maqsudov Mirfayz Ismatilloyevich, Elboyev Botir Nuriddin ugli Samarkand State University of Architecture and Construction named after Mirzo Ulugbek,Uzbekistan (Samcasu).

Keywords:

large-span shell, unique buildings.

Abstract

The results of experimental and theoretical studies of the developed long-span reinforced concrete shells assembled from enlarged mounting elements are presented. The stress-strain state of the composite shell with a span of 48 and 96 m, its enlarged elements 3x18m and 3x24m, was studied on a model on a scale of 1:10 and 1:4. Studied with various options for mounting and unwinding the structure. Recommendations are given on rational methods for constructing shells for unique public buildings.

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