References
- 김종민, 박현용, 김경식(2014) 멀티기둥-강관 풍력타워 연결부 성능평가, 한국산학기술학회논문집, 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.
- 김종민, 황민오, 최병호, 김경식(2013) 10MW급 신형식 강재 풍력타워 최적단면 평가, 2013년도 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, Proc. of 39th KSCE Conference, pp. 2340-2343.
- Chiew, S.P. and Soh, C.K. (2000) Strain Concentrations at Intersection Regions of a Multiplanar Tubular DX-joint, Journal of Constructional Steel Research, Vol.53, pp. 225-244. https://doi.org/10.1016/S0143-974X(99)00068-1
- Shao, Y.B., Lie, S.T., Chiew, S.P., and Cai, Y.Q. (2011) Hysteretic Performance of Circular Hollow Section Tubular Joints with Collar-Plate Reinforce-Ment, Journal of Constructional Steel Research, Vol.67, pp.1936-1947. https://doi.org/10.1016/j.jcsr.2011.06.010
- Lee, H.D., Lee, J.M., Lee, S.H., and Shin, K.J. (2011) Investigation of the Tube-Gusset Connection in 600MPa Circular Hollow Section, Procedia Engineering, Vol.14, pp.2124-2132. https://doi.org/10.1016/j.proeng.2011.07.267
- 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.
- AISC (2011) Steel Construction Manual, 14th Ed, American Institute of Steel Construction, USA.
- CEN (2005) Eurocode 3: Design of steel structures, Part 1-8: Design of joints, European Committee for Standardization.
- ISO 19902 (2007) Petroleum and Natural Gas Industries- Fixed Steel Offshore Structure, International Standard, 1st Ed., Switzerland.
- 한국강구조학회(2014) 강구조설계기준. KSSC (2014) Korean Steel Structure Design Code, Korea Society of Steel Construction, Korea (in Korean).
- ABAQUS (2010) ABAQUS/CAE user's manual. ver.6.10.
- 박홍근, 이호준, 박성순, 김성배(2014) 콘크리트피복충전각형강관 기둥-보 접합부의 주기하중 실험, 한국강구조학회논문집, 한국강구조학회, 제26권, 제1호, pp.55-68. Park, H.G., Lee, H.J., Park, S.S., and Kim, S.B. (2014) Cyclic Loading Test for Beam-to-Column Connections of Concrete Encased CFT Column, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.1, pp.55-68 (in Korean).
- 박재우, 유정한(2014) 탄소섬유쉬트(CFRP Sheets)로 보강된 폭두께비가 큰 콘크리트 충전 각형강관 기둥의 중심축하중거동, 한국강구조학회논문집, 한국강구조학회, 제 26권, 제3호, pp.169-176. Park, J.W. and Yoo, J.H. (2014) Axial Loading Behaviors of Square Concrete-Filled Tubular Columns with Large Width-to-Thickness Ratio Retrofitted using Carbon Fiber Reinforced Polymer Sheets(CFRP Sheets), Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.3, pp.169-176 (in Korean).
- 안재권, 이철호(2014) 재하가열시험에 의한 무내화피복 콘크리트충전 각형강관기둥의 내화성능평가, 한국강구조학회논문집, 한국강구조학회, 제26권, 제4호, pp.323-334. Ahn, J.K. and Lee, C.H. (2014) Evaluation of Fire Resistance of Unprotected Concrete-filled Rectangular Steel Tubular Columns under Axial Loading, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.4, pp.323-334 (in Korean).
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- Ultimate Strength Interaction of Steel Tubular T-Joint Subjected to Concurrent Action of Compression and Bending vol.17, pp.1, 2016, https://doi.org/10.5762/KAIS.2016.17.1.298
- 10MW급 풍력발전용 원형강관 멀티기둥타워의 부재유용도 개념설계 vol.29, pp.3, 2015, https://doi.org/10.7781/kjoss.2017.29.3.205