The Rational Parameters of the Civil Building Steel Frame with Struts

Semko, A. N.; Hasenkо, Аnton; Kyrychenko, Volodymyr; Sirobaba, Vitaliy

doi:10.1007/978-3-030-42939-3_25

Cited by 13 publications

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“…треугольная железобетонная арка покрытия, самонапряженная затяжка, архитектурноконструктивные решения Statement of the problem. All buildings and structures must meet the requirements of expediency, functionality, technical, operational, architectural, economic, environmental, special [1]. These requirements should be addressed simultaneously, constantly analyzing the impact of a decision on ensuring compliance with each of the requirements.…”

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confidence: 99%

Architectural and constructive decisions of a triangular reinforced concrete arch with a self-stressed steel brace

Semko¹,

Hasenkо²,

Fenko³

et al. 2020

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The article describes the influence of overall dimensions, namely the ratio of lifting height to the span of the triangular reinforced concrete arch of the coating, to the change in internal forces in its cross sections. The change of axial force in steel rods and reinforced concrete half-panels and the change of bending moment in reinforced concrete half-panels depending on the angle of inclination of roof are determined. According to the obtained values of the effort, the required diameters of the working reinforcement and its cost are determined.

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confidence: 99%