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Based on the above analysis, there exists a minimum beam height which can make the irregularity caused by TDL within the limit.
In summary, when the beam span increases, the beam height should be raised to ensure that the irregularity caused by TDL does not overrun the limit value.
This part mainly analyzes the effects of temperature variation, temperature curve index, type of TDL, beam height, and beam span on the vertical displacement of rail and track irregularity caused by TDL.
Therefore, the monitoring of track irregularity caused by TDL should be strengthened, and large displacements of rail should be adjusted in time to avoid track's vertical irregularity exceeding the limit value.
(2) The amplitude of irregularity caused by TDL is largely affected by the character of temperature gradient, for example, the temperature variation between the bottom and top of the bridge, the temperature curve index, and the type of temperature gradient.
(3) In order to ensure that the vertical irregularity caused by TDL does not exceed the limits, the beam heights of 32, 48, and 64 m simply supported box beam bridge must not be less than 2.15, 3.2, and 4.05 m, respectively. .
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