References
- 김종민, 황민오, 최병호, 김경식(2013) 10MW급 신형식 강재 풍력타워 최적단면 평가, 2013 학술발표대회, 대한토목학회, pp. 2340-2343. Kim, J., Hwang, M.O., Choi, B.H., and Kim, K. (2013) Concept Design of the New-Type 10MW Steel wind Towers, Proceedings of 39th KSCE Conference, pp.2340-2343.
- 안준태, 신동구(2015) 풍력발전 타워용 원형단면 강재 쉘의 극한휨강도, 한국강구조학회논문집, 한국강구조학회, 제27권 제1호, pp.109-118. Ahn, J.T. and Shin, D.K. (2015) Ultimate Flexural Strength of Cylindrical Steel Shell for Wind Tower, Journal of Korean Society of Steel Construction, KSSC, Vol. 27. No. 1, pp. 109-118.
- 김종민, 박현용, 김경식(2014) 멀티기둥-강관 풍력타워 연결부 성능평가, 한국산학기술학회논문지, 한국산학기술학회, 제15권, 제3호, pp.1764-1769. Kim, J., Park, H.Y., and Kim, K. (2014) Performance Evaluation of Junctions Between Multi-Tubular and Cylindrical Sections for Steel Wind Tower, Journal of Korea Academia-Industrial Cooperation Society, KAIS, Vol.15, No.3, pp.1764-1769. https://doi.org/10.5762/KAIS.2014.15.3.1764
- 김경식, 박현용, 서동혁(2015) 원형단면 멀티기둥 풍력타워 적용 T형 강관조인트 강도 평가, 한국강구조학회논문집, 한국강구조학회, 제27권, 제1호, pp.119-129. Kim, K., Park, H.Y., and Seo, D.H. (2015) Strength evaluation of T-type tubular joints for circular section multicolumn wind towers, Journal of Korean Society of Steel Construction, KSSC, Vol.27. No.1, pp.119-129.
- AISC (2011) Steel Construction Manual, 14th Ed, AmericanInstitute of Steel Construction, USA.
- CEN (2005) Eurocode 3: Design of steel structures, Part1-8: Design of joints, European Committee for Standardization.
- CIDECT (2008) Design Guide for Circular Hollow Section (CHS) Joints Under Predominantly Static Loading, Comite International Pour le Developpement et l'Etude de la Construction Tubulaire, 2nd Ed.
- ISO 19902 (2007) Petroleum and Natural Gas Industries - Fixed Steel Offshore Structure, International Standard, Switzerland.
- 김경식(2016) 압축과 휨을 동시에 받는 강관 T조인트 극한 강도 상호작용, 한국산학기술학회논문지, 한국산학기술학회, 제17권, 제1호, pp.298-303. Kim, K. (2016) Ultimate Strength Interaction of Steel Tubular T-joint Subjected to Concurrent Action of Compression and Bending, Journal of Korea Academia- Industrial Cooperation Society, KAIS, Vol.16, No.2, pp.1516-1523. https://doi.org/10.5762/KAIS.2016.17.1.298
- 김경식, 김미진(2016) 원형단면 멀티기둥 풍력타워 적용 강관 부재의 유용도 평가, 2016 학술발표대회, 한국강구조학회, pp.135-136. Kim, K. and Kim, M.J. (2016) Evaluation of members utilization for circular section multi-column wind towers, 2016 Preceedings of Korean Society of Steel Construction Conference, pp.135-136.
- CEN (2005) Eurocode 3: Design of Steel Structures - Part 1-1 : General Rules and Rules for Buildings.
- Abaqus Inc. (2008), ABAQUS Standard User's Manual, Version 6.8.-2.
- 한나, 박종섭, 강성용, 강영종(2015) 설계하중조건에 따른 해상풍력 강재타워 출입구에 발생되는 응력집중에 대한 해석적 연구, 한국산학기술학회논문지, 한국산학기술학회, 제17권, 제1호, pp.298-303. Reyno, H., Park, J.S., Kang, S.Y., and Kang, K.J. (2015) A Numerical Analysis for Stress Concentration of Openings in Offshore Tubular Steel Tower under Design Loading Condition, Journal of Korea Academia-Industrial Cooperation Society, KAIS, Vol.17, No.1, pp.298-303.
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