Architectural and constructive decisions of a triangular reinforced concrete arch with a self-stressed steel brace
2020 ◽
pp. 209-217
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.
2016 ◽
Vol 129
◽
pp. 67-80
◽
2011 ◽
Vol 94-96
◽
pp. 99-104
Keyword(s):
2017 ◽
Vol 153
◽
pp. 516-524
◽
Keyword(s):
2019 ◽
pp. 497-503
Keyword(s):
2016 ◽
Vol 8
(3)
◽
pp. 94-100
2016 ◽
Vol 9
(3)
◽
pp. 306-356
Keyword(s):
Keyword(s):