Precast-Monolithic Reinforced Concrete Large-Span Shells of Unique Buildings from Enlarged Elements
https://doi.org/10.22227/2949-1622.2024.1.79-90
Abstract
The stress-strain state of precast monolithic reinforced concrete shells from enlarged elements taking into account the installation conditions. The results of experimental-theoretical studies of precast monolithic reinforced concrete shells of complex geometry assembled from enlarged elements are given.
The studies were carried out on full-scale composite shells 48x48 m and diameter 96m, its enlarged elements 3x18m and 3x24m as well as on the shell model on a scale of 1:10 and 1: 4. The stress-strain state of shells of a similar type was studied with different mounting and splitting designs. Recommendations are given on rational methods for the construction of shells from enlarged elements for public buildings.
About the Author
N. S. Razzakov
Scientific and production associations LLC "Spatial structures, seismic resistance of buildings and structures"
Uzbekistan
Uzbekistan
Nurmuhammadkhon Saidmahsud o’gli Razzakov, Senior Research Fellow, PhD
Djambay, 140400
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Review
For citations:
Razzakov N.S. Precast-Monolithic Reinforced Concrete Large-Span Shells of Unique Buildings from Enlarged Elements. Reinforced concrete structures. 2024;5(1):79-90. (In Russ.) https://doi.org/10.22227/2949-1622.2024.1.79-90
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