Internally confined hollow reinforced concrete (ICH RC) wind power towers were designed for various turbines sizes. Their cross sections were designed to have equal diameters to those of general steel wind power towers corresponding 3.6MW and 5.0MW turbines. And also, the sections with the average diameter of 3.6MW and 5.0MW turbines were designed. For the determined diameters, several cross sections were designed for various hollow ratios. The designed sections were set to have almost equal longitudinal reinforcement ratios. The performance analyses for the designed cross sections were carried out and the analysis results showed that the ICH RC wind power tower had enough strength for the required design loads.

ABSTRACT
 1. 서 론
 2. ICH RC 풍력 타워 단면 설계
  2.1 설계 하중
  2.2 기본 단면 설계
  2.3 풍력 타워 성능
 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