Acknowledgement
Supported by : 한국과학재단
References
- 정철헌, 진병무, 김인규, 김성운 (2004) 중공강관 및 콘크리트 충전강관의 휨 실험, 대한토목학회논문집, 대한토목학회, 제24권, 제4A호, pp.807-816
- 한국물가협회(2004) 월간 물가자료
- 한국콘크리트학회(2004) 콘크리트구조설계기준 해설
- 황원섭, 김동조, 정대안 (2003) 콘크리트 구속효과를 고려한 CFT단주의 극한강도, 대한토목학회논문집, 대한토목학회, 제23권, 제5A호, pp.1011-1018
- Argyris, J.H., Symeonidis, Sp. (1981) Nonlinear finite element analysis of elastic systems under nonconservative loading–natural formulation, Part I: quasistatic problems, Comput. Meth. Appl. Mech. Engng., Vol. 26, pp.75-123 https://doi.org/10.1016/0045-7825(81)90131-6
- Carnoy, E. (1980) Postbuckling analysis of elastic structures by the finite element method, Comput. Meth. Appl. Mech. Engng., Vol. 23, pp.143-174 https://doi.org/10.1016/0045-7825(80)90091-2
- Haftka, R.T., Mallet, R.H., Nachbar, W. (1971) Adaptation of Koiter's method to finite element analysis of snap-through buckling behavior, International Journal of Solid Structures, Vol. 7, pp.1427-1445 https://doi.org/10.1016/0020-7683(71)90055-2
- Inai, E., Mukai, A., Kai, M., Tokinoya, H., Fukumoto, T., and Mori, K. (2004) Behavior of Concrete-Filled Steel Tube Beam Columns, Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp.189-202 https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(189)
- Kerr, A.D., Soifer, M.T. (1969) The Linearization of the Prebuckling State and Its Effects on the Determined Instability Load, Journal of Applied Mechanics, Vol. 36, pp.775-785 https://doi.org/10.1115/1.3564770
- Loh, C.H., Jean, W.Y., Penzien, J. (1994) Uniform-hazard response spectra-an alternative approach, Earthquake Engineering & Structural Dynamics, Vol. 23, No. 4, pp.433
- Mander, J.B., Priestly, M.J.N., Park, R. (1984) Seismic design of bridge piers, Research Report No. 84-2, Univ. of Canterbury, New Zealand
- Park, R. (1988) Ductility evaluation from laboratory and analytical testing, Proceeding of Ninth World Conference on Earthquake Engineering., Tokyo, Japan. Vol.8
- Sakino, K., Nakahara, H., Morino, S., and Nishiyama, I. (2004) Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns, Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp.180-188 https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(180)
- Sun, S.M., Natori, M.C. (1996) Numerical solution of large deformation problems involving stability and unilateral constraints, Computers and Structures, Vol. 58, No. 6, pp.1245-1260 https://doi.org/10.1016/0045-7949(95)00081-X
- Tong, Z.S., Lin, X.G (2005) Basic Behavior of Centrifugal Hollow Concrete-filled Steel Tube (H-CFST) Stub Columns under Axial Compression, Steel Structures, Korea Society of Steel Construction, Vol.5, pp.299-304
- Xiao, Y., He, W., Choi, K.K. (2005) Confined Concrete-Filled Tubular Columns, Journal of Structural Engineering, ASCE, Vol. 131, No. 3, pp.488-497 https://doi.org/10.1061/(ASCE)0733-9445(2005)131:3(488)