Effective buckling length of steel column members based on elastic/inelastic system buckling analyses |
Kyung, Yong-Soo
(Department of Civil and Environmental Engineering, Sungkyunkwan University)
Kim, Nam-Il (Department of Civil and Environmental Engineering, Myongji University) Kim, Ho-Kyung (Department of Civil Engineering, Mokpo National University) Kim, Moon-Young (Department of Civil and Environmental Engineering, Sungkyunkwan University) |
1 | AASHTO (1998), Load and Resistance Factor Design Specifications for Highway Bridges, 2nd Ed., American Association of State Highway and Transportation Officials, Washington, DC |
2 | ACI (2005), Building Requirements for Structural Concrete, American Concrete Institute, Farmington Hill, MI |
3 | AISC (1999), Load and Resistance Factor Design Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, Illinois |
4 | AISC (2005), Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, Illinois |
5 | Bathe, K.J. (1996), Finite Element Procedures, Prentice-Hall. Inc., New York |
6 | Bridge, R.Q. and Fraser, D. (1987), 'Improved G-factor method for evaluating effective lengths of columns', J. Struct. Eng., ASCE, 113(6), 1341-1356 DOI ScienceOn |
7 | Chen, W.F. and Lui, E.M. (1987), Structural Members and Frames, Elsevier Inc., New York |
8 | DIN 18800 (1990), Part 2: 'Analysis of safety against buckling of linear members and frames', Beuth Verlag GmbH, Berlin |
9 | Duan, L. and Chen, W.F. (1988), 'Effective length factors for columns in braced frames', J. Struct. Eng., ASCE, 114(10), 2357-2370 DOI ScienceOn |
10 | Essa, H.S. (1998), 'New stability equation for columns in unbraced frames', Struct. Eng. Mech., 6(4), 411-425 DOI ScienceOn |
11 | Eurocode 3 (2002), Design of Steel Structures, Final Draft, CEN, Brussels, Belgium |
12 | Galambos, T.V. (1968), Structural Members and Frames, Prentice-Hall. Inc., New York |
13 | Galambos, T.V, (1998), Guide to Stability Design Criteria for Metal Structures, 5th Ed., John Wiley and Sons, New York |
14 | Geschwindner, L.F. (2002), 'A practical look at frame analysis, stability and leaning columns', Eng. J., AISC, 31(4), 167-181 |
15 | Girgin, K., Ozmen, G. and Orakdogen, E. (2006), 'Buckling lengths of irregular frame columns', J. Constr. Steel Res., 62, 605-613 DOI ScienceOn |
16 | Julian, O.G. and Lawrence, L.S. (1959), Notes on J and L Nomographs for Determination of Effective Lengths, Unpublished Report, Jackson and Moreland Engineers, Boston |
17 | LeMessurier, W.J. (1977), 'A practical method of second-order analysis, 2: Rigid frames', Eng. J., AISC, 14(2), 49-67 |
18 | 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(6), 685-700 DOI ScienceOn |
19 | Ozmen, G. and Girgin, K. (2005), 'Buckling lengths of unbraced multi-storey frame columns', Struct. Eng. Mech., 19(1),55-71 DOI ScienceOn |
20 | Roddis, W.M.K., Hamid, H.A. and Guo, C.Q. (1998), 'K factors for unbraced frames: Alignment chart accuracy for practical frame variations', Eng. J., AISC, 8(2), 81-93 |
21 | Shanmugam, N.E. and Chen, W.F. (1995), 'An assessment of K factor formula', Eng. J., AISC, 1st Qtr., 3-1 |
22 | Duan, L. and Chen, W.F. (1989), 'Effective length factors for columns in unbraced frames', J. Struct. Eng., ASCE, 115(1), 149-165 DOI ScienceOn |
23 | Xu, L., Liu, Y. and Chen, I. (2001), 'Stability of unbraced frames under non-proportional loading', Struct. Eng. Mech., 11(1), 1-16 DOI ScienceOn |
24 | White, D.W. and Hajjar, J.F. (1997), 'Buckling models and stability design of steel frames: A unified approach', J. Constr. Steel Res., 42(3), 171-207 DOI ScienceOn |
25 | Yura, J.A. (1971), 'The effective length of columns in unbraced frames', Eng. J., AISC, 8(2), 37-42 |
26 | Liu, Y. and Xu, L. (2005), 'Storey-based stability analysis of multi-storey unbraced frames', Struct. Eng. Mech., 19(6), 679-705 DOI ScienceOn |