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Behaviour of Pre-stressed Concrete Transmission Poles under High Intensity Wind

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Figure

Fig. 1-3 Longitudinal cracking, corrosion and spalling caused by differential shrinkage and
Fig. 2-1. Concrete Pole systems
Fig. 2-3. Transverse and vertical velocity distributions along six conductor spans
Fig. 2-4. Radial and vertical velocity distribution along the pole height
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Outline

Introduction Development of finite element model of pre-stressed concrete poles Considered Guyed concrete pole properties Summary

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