Fig. 1. Pivoting horizontal‐vee.
Fig. 1. Pivoting horizontal‐vee.
Fig. 2. 154 kV Pivoting horizontal‐vee.
Fig. 2. 154 kV Pivoting horizontal‐vee.
Fig. 3. Tower test for 154 kV compact tower (Landscpe, Rigging diagram).
Fig. 3. Tower test for 154 kV compact tower (Landscpe, Rigging diagram).
Fig. 4. 154 kV Tublar steel pole. (a) Conveintional tower, (b) Comapact tower.
Fig. 4. 154 kV Tublar steel pole. (a) Conveintional tower, (b) Comapact tower.
Table 1. Tower classification of KEPCO standard (DS‐1111)
Table 1. Tower classification of KEPCO standard (DS‐1111)
References
- Working Group SC B2.08 CIGRE, "Innovative Solutions for Overhead Line Supports" (Technical Brochure 416, June 2010, pages 1-58).
- KEPCO Design Standard on structures for Transmission (DS‐1111, 2013).
- W. Dreyer, "Special features in the design of transmission tower lines as imposed by electrical conditions" (Journal of the American Institute of Electrical Engineers, 1923).
- ASCE, "Design of Steel Transmission Pole Structures", (ASCE/SEI 48‐11, 2011).
- Anthony C. Baker, "Braced Insulator Assemblies" (IEEE T&D Conference and Exposition, Chicago, IL April 2008).
- Y. F Gao, "Electric Field and Electromagnetic Envrionment analyses of a 500 kV Composite Cross Arm", (IEEE Conf. Electr. Insul. Dielectr.Phenomena (CEIDP), pp.399-402, 2015).