In the case of the current ICH RC wind power tower, the design method is getting quite complicated especially if it gets higher. So we, based on the previous basic cross section designs of ICH RC wind power tower, have mapped out the tower structures considering the correlation between their heights and diameters in this research. The cross section dimensions along the tower height were designed according to recommendations of ‘Design Criteria for Concrete design (2012).’ The cross sectional diameter of the wind tower decreases as its location is higher, and this decreasing diameter accorded with the decreasing bending moment. All designed cross sections and tower modules were evaluated of their bending moment capacities and compared with the design moment. The analysis results and comparisons showed that all designed modules satisfied their required capacities.

ABSTRACT
 1. 서 론
 2. ICH RC 풍력 타워 높이별 단면 설계
  2.1 풍력 타워의 높이별 단면 설계
  2.2 풍력 타워 성능 평가
 3. 결 론
 References

• 유상량(한국해양과학기술원 연안개발·에너지연구부) | Yoo Sang-Ryang
• 한택희(한국해양과학기술원 연안개발·에너지연구부) | Han Taek-Hee
• 이진학(한국해양과학기술원 연안개발·에너지연구부) | Yi Jin-Hak
• 원덕희(한국해양과학기술원 연안개발·에너지연구부) | Won Deok-Hee
• 윤길림(한국해양과학기술원 준설매립·이송기술연구단) | Yoon Gil-Lim