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EFFICIENCY USE HIGHFITTING WITHOUT CLUTCH WITH CONCRETE IN THE MONOLITHIC BEAMLESS FLOORS
- Authors: Kuznetsov V.S1, Polehina G.E1, Shaposhnikova Y.A1
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Affiliations:
- Moscow State University of Civil Engineering (MGSU)
- Issue: Vol 18, No 1 (2017)
- Pages: 40-47
- Section: Architecture and civil engineering
- URL: https://journals.rudn.ru/engineering-researches/article/view/15998
- DOI: https://doi.org/10.22363/2312-8143-2017-18-1-40-47
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Abstract
Calculation of the strength of beamless floors without reinforcement with concrete adhesion can be refined by taking into account the work of the rope as part of the cabling system. This paper considers the limits of applicability of high-strength reinforcement making full use of its strength in order to achieve the most efficient designs.
About the authors
Vitaliy S Kuznetsov
Moscow State University of Civil Engineering (MGSU)
Author for correspondence.
Email: vitaly.ggh2014@yandex.ru
сandidate of Technical Sciences, Associate Professor of the Department of Architectural and Construction Design (TSA) of the State Educational Establishment of Higher Professional Education in the NIU MGSU in Mytishchi brench
Jaroslavskoe shosse, 26, Moscow, Russia, 129337Galina E Polehina
Moscow State University of Civil Engineering (MGSU)
Email: polekhina_ge@mail.ru
Candidate of Applied Sciences, Associate Professor of Applied Mechanics and Mathematics (PMM) Department of the State Educational Establishment of Higher School of Economics in the city of Mytishchi brench
Jaroslavskoe shosse, 26, Moscow, Russia, 129337Yulia A Shaposhnikova
Moscow State University of Civil Engineering (MGSU)
Email: yuliatalyzova@yandex.ru
Engineer, Department of Reinforced Concrete and Stone Structures (ZHBK), FGBOU VO “NIU MGSU”
Jaroslavskoe shosse, 26, Moscow, Russia, 129337References
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