1- Lui, E. and Chen, W. F., 1987, Structural stability: theory and implementation, Elsevier.
2- Gurfinkel, G. and Robinson, A. R., 1965, Buckling of elastically restrained columns, Journal of the structural Division, 91(6), 159-184.
3- Bleich, F., 1952, Buckling strength of metal structures, New York: McGraw-Hill.
4-Timoshenko, S., and Gere, J. M., 1961, Theory of elastic stability, 2nd edition. New York: McGraw-Hill Book Company.
5-Aslani, F., and Goel, S. C., 1991, An analytical criterion for buckling strength of built-up compression members, Journal of Engineering, AISC, 4, 159–168.
6-Temple, M. C., and Elmahdy, G., 1992, Equivalent slenderness ratio for built-up members, Canadian Journal of Civil Engineering, 20, 708–711.
7-Temple, M. C., and Elmahdy, G., 1993, Buckling of built-up compression members in the plane of the connectors, Canadian Journal of Civil Engineering, 20, 895–909.
8-Galambos, T. V., 1998, Guide to stability design criteria for metal structures, 5th edition. New York: Structural Stability Research Council, John Wiley &Sons.
9-Gjelsvik, A., 1991, Stability of built-up columns, Journal of Engineering Mechanics, 117(6), 1331–1345.
10-Banerjee, J. R., and Williams, F. W., 1994, The effect of shear deformation on the critical buckling of columns, Journal of Sound Vibration, 174(5), 607–616.
11-Engesser, F., 1891, Die Knickfestigkeit gerader Stabe, Zentralbl Bauverwaltung, 11, 483–486.
12-Eurocode 3, 2002, Design of Steel Structures. Part 1.1: General structural rules, CEN-European Committee for Standardization, Brussels, EN1993-1-1.
13-Christopher, J. E., and Bjorhovde, R., 1998, Response characteristics of frames with semi-rigid connections, Journal of Construction Steel Research, 46, 253–254.
14-Jaspart, J., and Maquoi, R., 1990, Guidelines for the design of braced frames with semi rigid connections, Journal of Construction Steel Research, 16, 319–328.
15-Kato, S., Mutoh, I., and Shomura, M., 1998, Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfections, Journal of Construction Steel Research, 48,145–168.
16-Lau, S., Kirby, P., and Davison, J., 1997, Appraisal of partially restrained steel columns in non-sway frames, Journal of Structural Engineering, 123, 871–879.
17-Raftoyiannis, I. G., 2005, The effect of semi-rigid joints and an elastic bracing system on the buckling load of simple rectangular steel frames, Journal of Construction Steel Research; 61, 1205–1225.
18-Mageirou, G. E., and Gantes, C. J., 2006, Buckling strength of multi-story sway, non-sway and partially-sway frames with semi-rigid connections, Journal of Construction Steel Research, 62, 893–905.
19- Gantes, C. J., and Mageirou, G. E., 2005, Improved stiffness distribution factors for evaluation of effective buckling lengths in multi-story sway frames, Engineering Structure, 27, 1113–1124.
20-Xu, L., and Liu, Y., 2002, Story stability of semi-braced steel frames, Journal of Construction Steel Research, 58(4), 467–491.
21-Rokhi Shahri, M., Zia Tohidi, R., Sadeghi, A., Hashemi, S. V., & Mehdizadeh, K., 2020, The Post-Buckling Behavior Analysis of Frame by Elastica Method, New Approaches in Civil Engineering, 4(1), 1-20.
22-Bagherzadeh, A., Zia Tohidi, R., & Sadeghi, A., 2023, A novel analytical approach for assessing the buckling behavior of non-prismatic elastic columns based on power series, Journal of Civil Engineering and Materials Application, 7, 1, 1-10.
23-Wolfrom Mathematica Version 12.