Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
Journal of the Korean Society of Civil Engineers

Journal of the Korean Society of Civil Engineers

ISO Journal TitleKSCE J. Civ. Environ. Eng. Res.
  • Open Access, Bi-monthly

Journal Search

  1. Home
  2. All Issues
  3. 2015-02 (v.35 n.1)
  4. 10.12652/Ksce.2015.35.1.0009
XML PDF INFO REF
1 
Kang, B. S., Sung, W. J., Chang, Y. G. and Lee, Y. H. (2006a). "Flexural behaviors of PSC composite girders in positive moment regions." J. of the Kor. Con. Ins., Vol. 18, No. 3, pp. 313-320 (in Korean).
2 
Chitawadagi, M. V. and Narasihan, M. C. (2009). "Strength deformation behavior of circular concrete filled steel tubes subjected to pure bending." J. of Const. St.l Res., Vol. 65, pp. 1836-1845.DOI
3 
Elchalakani, M., Zhao, X. L. and Grzebieta, R. H. (2001). "Concrete- filled circular steel tubes subjected to pure bending." J. of Const. Stl. Res., Vol. 57, pp. 1141-1168.DOI
4 
Elchalakani, M., Zhao, X. L. and Grzebieta. R. (2004). "Concrete- filled steel circular tubes subjected to constant amplitude cyclic pure bending." Engrg. Structs., Vol. 26, pp. 2125-2135.DOI
5 
Elremaily, A. and Azizinamini, A. (2002). "Behavior and strength of circular concrete-filled tube columns." J. of Const. Stl. Res., pp. 1567-1591.DOI
6 
Harries, K. A. and Kharel, G. (2002). "Behavior of modeling of concrete subjected to variable confining pressure." ACI Materials J., Vol. 99, No. 2, pp. 180-189.
7 
Hu, H.-T., Hwang, C.-S., Wu, M.-H. and Wu, Y.-M. (2003). "Nonlinear analysis of axially concrete-filled tube columns with confinement effect." J. of Struct. Engrg., ASCE, Vol. 129, No. 10, pp. 1322-1329.DOI
8 
Hwang, W.-S., Kim, D.-J. and Jung, D.-A. (2003). "Ultimate strength of CFT short columns considering the confining effect of concrete." J. of the Kor. Soc. of Civ. Engrg., Vol. 23, No. 5, pp. 1011-1018 (in Korean).
9 
Kang, B. S., Ju, Y. T. and Lee, Y. H. (2006b). "Flexural behaviors of PSC composite girders in negative moment regions." J. of the Kor. Con. Ins., Vol. 18, No. 2, pp. 169-176 (in Korean).
10 
Lee, T., Ju, Y. T. and Lee, Y. H. (2009). "Determination of steel- concrete interface parameters: Bonded and unbonded slip tests." J. of the Kor. Con. Ins., Vol. 21, No. 6, pp. 773-780 (in Korean).
11 
Lee, Y. H., Ju, Y. T., Lee, T. and Ha, D. H. (2011). "Mechanical properties of conctitutive parameters in steel-concrete interface." Engrg. Structs., Vol. 33, No. 4, pp. 1277-1290.DOI
12 
Lee, Y.-H., Joo, Y.-T. and Seong, W.-J. (2010). "Anisotropic loading criterion for depicting loading induced anisotropy in Concrete." 7th Int. Conf. on FRAMCOS-7 held in Korea, pp. 621-628.
13 
Mohamed, H. M. and Masmoudi, R. (2010). "Fleural strength and behavior of steel and FRP-reinforced concrete-filled FRP tube beams." Engrg. Structs., Vol. 32, pp. 3789-3800.DOI
14 
Moon, J.-H., Park, K.-S. and Lee, H.-E. (2014). "Evaluation od P-M interaction curve for circular concrete-filled tube (CFT) column." J. of the Kor. Soc. of Civ. Engrg., Vol. 34, No. 2, pp. 355-365 (in Korean).
15 
Moon, J.-H., Roeder, C. W. and Lehman, D. E. (2012), "Analytical modeling of bending of circular concrete-filled steel tubes." Engrg. Structs, Vol. 42, pp. 349-361.DOI
16 
Shawkat, W., Fahmy, W. and Fam, A. (2008). "Cracking patterns and strength of CFT beam under different moment gradients." Comp. Structs., Vol. 84, pp. 159-166.DOI
17 
Son, J.-K. and Fam, A. (2008). "Finite element modeling of hollow and concrete-filled fiber composite tubes in flexure: Model development, verification and investigation of tube parameters." Engrg. Structs., Vol. 30, pp. 2656-2666.DOI