ICH RC 풍력타워 설계 (Ⅱ) : 높이별 단면 설계

Title
ICH RC 풍력타워 설계 (Ⅱ) : 높이별 단면 설계
Alternative Title
Design of ICH RC Wind Power Tower (II): Cross Section Design along Tower Height
Author(s)
유상량; 한택희; 이진학; 원덕희; 윤길림
KIOST Author(s)
Han, Taek Hee(한택희)Yi, Jin-Hak(이진학)Yoon, Gil Lim(윤길림)
Alternative Author(s)
유상량; 한택희; 이진학; 원덕희; 윤길림
Publication Year
2014-04-24
Abstract
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.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.
URI
https://sciwatch.kiost.ac.kr/handle/2020.kiost/26324
Bibliographic Citation
한국복합신소재구조학회 학술발표회, pp.99 - 101, 2014
Publisher
한국복합신소재구조학회
Type
Conference
Language
Korean
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