참고문헌
- ACI-ASCE Committee 441 (1966), Reinforced Concrete Columns, P.O. Box 4754, Redford Station, Detroit, Michigan 48219
- Aristizabal-Ochoa, J.D. (1997), 'Stability problems of columns and frames', ACI Struct. J., 94, 389-398
- Aristizabal-Ochoa, J.D. (1997), 'Stability and minimum bracing for stepped columns with semirigid connections: Classical elastic approach', Struct. Eng. Mech., 5, 415-431 https://doi.org/10.12989/sem.1997.5.4.415
- Battini, J.M. (1999), Plastic Instability Analysis of Plane Frames Using a Co-rotational Approach, KTH, TS-Hogskoletryckeriet, ISSN 1103-4270, Stockholm
- Bazant, Z.P. and Cedolin, L. (1991), Stability of Structures: Elastic, Inelastic, Fracture and Damage Theories, Oxford University Press, New York
- Bazant, Z.P. and Xiang, Y.Y. (1997), 'Inelastic buckling of concrete column in braced frame', J. Struct. Eng., ASCE, 123, 634-642 https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(634)
- Bratina, S., Saje, M. and Planinc, I. (2004), 'On materially and geometrically non-linear analysis of reinforcedconcrete plane frames', Int. J. Solids Struct., 41,7181-7207 https://doi.org/10.1016/j.ijsolstr.2004.06.004
- Bratina, S., Saje, M. and P1aninc, I. (2005), 'Numerical modelling of behaviour of reinforced concrete columns in fire and comparison with Eurocode 2', Int. J. Solids Struct., 42, 5715-5733 https://doi.org/10.1016/j.ijsolstr.2005.03.015
- Engesser, F. (1889), 'Uber die knickfestigkeit gerader Stabe', Zeitschrift fur Architekten Ing. Vereins zu Hannover, 35, 455-462
- Essa, H. (1998), 'New stability equation for columns in unbraced frames', Struct. Eng. Mech., 6, 411-425 https://doi.org/10.12989/sem.1998.6.4.411
- Euler, L. (1744), 'Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes', Lausanne
- Eurocode 2 (2002), Design of Concrete Structures, Part 1: General Rules and Rules for Buildings, prEN 1992-1-1 (Revised final draft)
- Gadalla, M.A. and Abdalla, J.A. (2006), 'Modeling and prediction of buckling behavior of compression members with variability in material and/or section properties', Struct. Eng. Mech., 22, 631-645 https://doi.org/10.12989/sem.2006.22.5.631
- Gantes, C.J. and Mageirou, G.E. (2005), 'Improved stiffness distribution factor for evaluation of effective buckling lengths in multi-story sway frames', Eng. Struct., 27, 1113-1124 https://doi.org/10.1016/j.engstruct.2005.02.009
- Groper, M. and Kenig, M.J. (1987), 'Inelastic buckling of non-prismatic columns', J. Eng. Mech., ASCE, 113, 1233-1239 https://doi.org/10.1061/(ASCE)0733-9399(1987)113:8(1233)
- Hutchinson, J.W. (1974), 'Plastic buckling', Adv. Appl. Mech., 14, 67-144 https://doi.org/10.1016/S0065-2156(08)70031-0
- Keller, H.B. (1970), 'Nonlinear bifurcation', J. Differential Equations, 7, 417-434 https://doi.org/10.1016/0022-0396(70)90090-2
- Kim, J.K. and Yang, J.-K. (1995), 'Buckling behaviour of slender high-strength concrete columns', Eng. Struct., 17, 39-51 https://doi.org/10.1016/0141-0296(95)91039-4
- Liu, Y. and Xu, L. (2005), 'Story-based stability analysis of multi-story unbraced frames', Struct. Eng. Mech., 19, 679-705 https://doi.org/10.12989/sem.2005.19.6.679
- Mageirou, G.E. and Gantes, C.J. (2006), 'Buckling strength of multi-story sway, non-sway and partially-sway frames with semi-rigid connections', J. Cons. Steel Res., 62, 893-905 https://doi.org/10.1016/j.jcsr.2005.11.019
- Mahini, M.R. and Seyyedian, H. (2006), 'Effective length factor for columns in braced frames considering axial forces on restraining members', Struct. Eng. Mech., 22, 685-700 https://doi.org/10.12989/sem.2006.22.6.685
- Planinc, I. and Saje, M., (1999), 'A quadratically convergent algorithm for the computation of stability points: the application of the determinant of the tangent stiffness matrix', Comput. Meth. Appl. Mech. Eng., 169, 89-105 https://doi.org/10.1016/S0045-7825(98)00178-9
- Planinc, I., Saje, M. and Cas, B. (2001), 'On the local stability condition in the planar beam finite element', Struct. Eng. Mech., 12(5), 507-526
- Reissner, E. (1972), 'On one-dimensional finite-strain beam theory: The plane problem', J. Appl. Mech. Phy. (ZAMP), 23, 795-804 https://doi.org/10.1007/BF01602645
- Shanley, F.R. (1947), 'Inelastic column theory', J. Aeronautical Sci., 14, 261-264 https://doi.org/10.2514/8.1346
- Wang, C.M., Wang, C.Y. and Reddy, J.N. (2005), Exact Solutions for Buckling of Structural Members, CRC Press LLC
피인용 문헌
- Analytical solution for buckling of asymmetrically delaminated Reissner’s elastic columns including transverse shear vol.45, pp.3-4, 2008, https://doi.org/10.1016/j.ijsolstr.2007.09.027
- Inelastic buckling load of a locally weakened reinforced concrete column vol.34, 2012, https://doi.org/10.1016/j.engstruct.2011.09.006
- BUCKLING OF AN AXIALLY RESTRAINED STEEL COLUMN UNDER FIRE LOADING vol.11, pp.03, 2011, https://doi.org/10.1142/S0219455411004245
- Exact buckling analysis of composite elastic columns including multiple delamination and transverse shear vol.30, pp.6, 2008, https://doi.org/10.1016/j.engstruct.2007.10.003
- Buckling analysis of embedded concrete columns armed with carbon nanotubes vol.17, pp.5, 2016, https://doi.org/10.12989/cac.2016.17.5.567
- Global analysis of drill string buckling in the channel of a curvilinear bore-hole vol.40, 2017, https://doi.org/10.1016/j.jngse.2017.01.021
- Semi-analytical buckling analysis of reinforced concrete columns exposed to fire vol.71, 2015, https://doi.org/10.1016/j.firesaf.2014.11.018
- Buckling of timber columns exposed to fire vol.46, pp.7, 2011, https://doi.org/10.1016/j.firesaf.2011.07.003
- Theoretical modelling of post - buckling contact interaction of a drill string with inclined bore-hole surface vol.49, pp.4, 2014, https://doi.org/10.12989/sem.2014.49.4.427
- Buckling of restrained steel columns due to fire conditions vol.8, pp.2, 2007, https://doi.org/10.12989/scs.2008.8.2.159
- Application of fiber element in the assessment of the cyclic loading behavior of RC columns vol.34, pp.3, 2007, https://doi.org/10.12989/sem.2010.34.3.301