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Journal of Tashkent Institute of Railway Engineers

Abstract

The article discusses the calculation of earthquake resistance of reinforced concrete rail spans without prestressing reinforcement. The calculation is made for the main and special combination of loads. The calculation results show that with a design seismicity of 8 points, the bending moment in the middle of the beam span will significantly decrease compared to a design seismicity of 9 points

First Page

164

Last Page

169

References

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9. Manual determination of the carrying capacity of the metal spans of railway bridges. – M.: Transport, 1987 – 272с.

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