1 |
박재우, 최선규, 유정한(2013) 탄소섬유쉬트(CFRP Sheets)로 보강된 장주각형강관기둥의 중심축하중거동, 한국강구조학회논문집, 한국강구조학회, 제25권, 제3호, pp.299-305. Park, J.W., Choi, S.K., and Yoo, J.H. (2013). Behaviors of Long Square Hollow Section Columns Retrofitted using Carbon Fiber Reinforced Polymer Sheets(CFRP Sheets) Subjected to Concentrated Axial Loading oncentrated Axial Loading, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.3, pp.299-305(in Korean).
|
2 |
최성모, 박재우(2014) 섬유보강플라스틱(FRP) 스트립으로 보강한 철골보의 휨거동에 관한 실험적연구, 한국강구조학회논문집, 한국강구조학회, 제26권, 제2호, pp.69-79. Choi, S.M. and Park, J.W. (2014). Experimental Study of Flexural Behavior of Steel Beam Strengthened with the Fiber Reinforced Polymer Plastic(FRP) Strips, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.2, pp.69-79(in Korean).
|
3 |
Park, J.W., Yeom, H.J., and Yoo, J.H. (2013). Axial Loading Tests and FEM Analysis of Slender Square Hollow Section (SHS) Stub Columns Strengthened with Carbon Fiber Reinforced Polymers, International Journal of Steel Structures, Vol.13, No.4, pp.731-743.
DOI
|
4 |
대한건축학회(2009) 건축구조설계기준 및 해설(KBC2009), 기문당. AIK (2009) Korean Building Code and Commentary, Architectural Institute of Korea(in Korean).
|
5 |
Winter, G. (1947). Strength of Thin Steel Compression Flanges, Trans. ASCE., Vol.112.
|
6 |
Yu, W.W. (1991). Cold-Formed Steel Designs, John Willy & Sons, New York.
|
7 |
Xiao, X.L. and Zhang, L. (2006). State-of-the art Review on FRP Strengthened Steel Structures, Engineering Structures, Vol.29, pp.1808-1823.
|
8 |
박재우, 최선규, 최성모, 송동엽, 유정한(2012) 탄소섬유쉬트(CFRP Sheets)로 보강된 세장한 각형강관기둥의 중심축하중실험, 한국강구조학회논문집, 한국강구조학회, 제24권, 제6호, pp.735-742. Park, J.W., Choi, S.K., Choi, S.M., Song, D.Y., and Yoo, J.H. (2012). Concentrated Axial Loading Test for Slender Square Hollow Section Retrofitted by Carbon Fiber Reinforced Polymer Sheets(CFRP Sheets), Journal of Korean Society of Steel Construction, KSSC, Vol.24, No.6, pp.735-742 (in Korean).
|