| Autor: |
Bedov, Anatoly, Salov, Alexander, Gabitov, Azat |
| Zdroj: |
IOP Conference Series: Materials Science and Engineering; June 2018, Vol. 365 Issue: 5 p052032-052032, 1p |
| Abstrakt: |
Analytical dependences, criteria and bounding conditions numerically describing relations between increasing the compressive strength of concrete and reducing reinforcing steel for both bending and compression-bending elements are given herein under the results of comparative application of concrete and high strength reinforcement in structural elements of the reinforced concrete frame. Computational and analytical dependences to evaluate stress-strain behavior of slabs for the reinforced concrete multistory frame are presented under the multiple computational investigations made for various values of slab and span thickness, real loads, concrete grades and reinforcement. An optimum section model for the reinforced concrete element is CAD developed by criterion for reducing material consumption and proper combination of both concrete and reinforcement grades. The research results are applied in design and construction of a number of reinforced concrete frames for tall buildings in the Republic of Bashkortostan. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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