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The cable response and related sectional load characteristics were studied experimentally on a 1 1 scale cable section model.
Accurate information about the faulted line or cable section expedites system restoration following the fault occurrence.
The motion of the cable section is coupled with the motion of the rivulet via aerodynamic fluid structure interactions.
Wind rain tunnel test of cable section model is one of the effective ways to explore mechanism of wind-rain-induced cable vibration and its mitigation.
This paper presents a numerical model for a cable section with an arbitrary 2D shape, able to geometrically describe aerodynamic countermeasures, excited by both wind and rain.
The present study focuses on the wind-induced response of a full-scale yawed bridge cable section model, for varying Reynolds numbers and wind angles-of-attack.
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Input for these models are amongst others aerodynamic load coefficients usually determined in wind tunnel tests on generic or simplified models of iced cable sections.
EnLAG 6 is one of the planned routes to test underground cable sections.
The predominating demand involves building several underground cable sections (moderate position).
Many actors explicitly demand the construction of underground cable sections (moderate position).
However, in the other protest regions, the construction of underground cable sections might enable far-reaching agreements.
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CEO of Professional Science Editing for Scientists @ prosciediting.com