STRENTH PROBLEMS OFINDIRECTLY REINFORCED COMRESSED ELEMENTS OF SPATIAL STRUCTURES
Keywords:
Spatial structures, indirect reinforcement, strength problems, 2P elements, optimal solutions.Abstract
The paper proposes a universal method for calculating the strength of diaphragms eccentrically compressed spatial elements with conventual and indirect reinforcement.
References
Gushcha Yu.P. Influence of cross-sectional shapes of elements on strength, crack resistance and deformability [Text] / Yu.P. Gushcha I.Yu. Laricheva., K.T. Sakanov // Concrete and reinforced concrete. 1987. - No. 5 - P.19-20.
Vakhnenko P.F. About taking into account the plastic properties of concrete when calculating skew-compressible and skew-bending reinforced concrete elements [Text] / P.F. Vakhnenko, V.N. Condel // Izv. universities. Ser. Construction and architecture. 1989.-No.10.- P.6-9.
Karpenko N.I. General models of reinforced concrete mechanics. [Text] N.I. Karpenko. - M .: Stroyizdat, 1996. - 416 p.
Rzhanitsyn A.R. Composite rods and plates. [Text] / А.Р. Rzhanitsyn. –M .: Stroyizdat, 1986. –316 p.
Razzakov SR, Composite reinforced concrete shells of building coverings in conditions of long-term operation and seismic impacts. [Text] / SR Razzakov-Tashkent.Fan, 2004.-380 p.
Razzokov N.S. Zhamoat binolari zallarida yangi tejamkor qobik yopmalar constructive echimlarining tadqiqoti. [Text] / N.S. Razzokov // Modern problems of building structures. Materials of the International Scientific and Technical Conference - Samarkand. 2013.-B. 292-296.
Downloads
Published
Issue
Section
License
Copyright (c) 2023 N.S. Razzakov, M.M. Aslonov, T.A. Tleubayeva
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
All Rights Reserved.
