[1] Ziemian, R.D. ed. (2010), “Guide to stability design criteria for metal structures”, John Wiley and Sons.
[2] Griffis, L.G., and White, D.W. (2015), “Stability design of steel buildings”, Steel Design Guide 28, American Institute of Steel Construction, Chicago, Illinois.
[3] Kanchanalai, T. (1977), “The design and behavior of beam columns in unbraced steel frames”, The University of Texas at Austin.
[4] Maleck, A.E. (2001), “Second-order inelastic and modified elastic analysis and design evaluation of planar steel frames”, Doctoral Dissertation, Georgia Institute of Technology.
[5] AISC, (1963), “Specification for the design, Fabrication, and erection of structural steel for buildings”, American Institute of Steel Construction, New York, N.Y., April 17.
[6] Surovek-Maleck, A.E., and White, D.W. (2004), “Alternative approaches for elastic analysis and design of steel frames. I: Overview”, Journal of Structural Engineering, 130(8), pp.1186-1196.
[7] Surovek-Maleck, A.E., and White, D.W, (2004), “Alternative approaches for elastic analysis and design of steel frames. II: Verification studies”, Journal of Structural Engineering, 130(8), pp.1197-1205.
[8] Galambos, T.V. ed. (1998), “Guide to stability design criteria for metal structures”, John Wiley and Sons.
[9] ANSI/AISC 360-22, (2022), “Specification for Structural Steel Buildings”, American Institute of Steel Construction, Chicago, Ill.
[10] مبحث دهم مقررات ملی ساختمان: طرح و اجرای ساختمانهای فولادی، (۱۴۰۱)، مرکز تحقیقات راه، مسکن و شهرسازی، تهران، ایران.
[11]آگاهیمند، ع.، و عسگریان، ب. (۱۳۹۵)، ”استفاده از روش تحلیل مستقیم در طراحی سازههای فولادی“، هفتمین کنفرانس ملی و دومین کنفرانس بینالمللی سازه و فولاد، هتل المپیک، تهران.
[12] Deierlein, G. (2003), “Background and illustrative examples on proposed direct analysis method for stability design of moment frames”, Technical Committee 10 Rep.
[13] Chan, S.L., Liu, Y.P., and Liu, S.W. (2017), “A new codified design theory of second-order direct analysis for steel and composite structures–From research to practice”, in Structures, 9, pp.105-111.
[14] Tong, G., and Xing, G. (2007), “A comparative study of alternative approaches for stability design of steel frames”, Advances in Structural Engineering, 10(4), pp.455-466.
[15] White, D.W., Surovek, A., and Kim, S.C. (2007),“Direct analysis and design using amplified first-order analysis part I: combined braced and gravity framing systems”, Engineering Journal, 44(4), pp.305-322.
[16] White, D.W., Surovek, A., and Chang, C.J. (2007), “Direct analysis and design using amplified first-order analysis part II: moment frames and general framing systems”, Engineering Journal, 44(4), pp.323-340.
[17] White, D.W., Surovek, A.E., Alemdar, B.N., Chang, C.J., Kim Y.D., and Kuchenbecker, G.H. (2006), “Stability analysis and design of steel building frames using the 2005 AISC specification”, Steel Structures, 6(2), pp.71-91.
[18] Martinez-Garcia, J.M. (2002), “Benchmark studies to evaluate new provisions for frame stability using second-order analysis”, Doctoral Dissertation Bucknell University.
[19] Elremaily, A., and Azizinamini, A. (2002), “Behavior and strength of circular concrete-filled tube columns”, Journal of Constructional Steel Research, 58(12), pp.1567-1591.
[20] Kawaguchi, J., Morino, S., Sugimoto, T., and Shirai, J. (2002), “Experimental study on structural characteristics of portal frames consisting of square CFT columns”, Composite Construction in Steel and Concrete IV, pp.725-733.
[21] Wang, Q., Zhao, D., and Guan, P. (2004), “Experimental study on the strength and ductility of steel tubular columns filled with steel-reinforced concrete”, Engineering Structures, 26(7), pp.907-915.
[22] Lue, D.M., Liu, J.L., and Yen, T. (2007), “Experimental study on rectangular CFT columns with high-strength concrete”, Journal of Constructional Steel Research, 63(1), pp.37-44.
[23] Moon, J., Roeder, C.W., Lehman, D.E., and Lee, H.E. (2012), “Analytical modeling of bending of circular concrete-filled steel tubes”, Engineering Structures, 42, pp.349-361.
[24] Han, L.H., Li, W., and Bjorhovde, R. (2014), “Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members”, Journal of Constructional Steel Research, 100, pp.211-228.
[25] Lai, Z., Varma, A.H., and Zhang, K. (2014), “Noncompact and slender rectangular CFT members: Experimental database, analysis, and design”, Journal of Constructional Steel Research, 101, pp.455-468.
[26] Ge, H., and Usami, T. (1992), “Strength of concrete-filled thin-walled steel box columns: experiment”, Journal of Structural Engineering, 118(11), pp.3036-3054.
[27] Uy, B. (1998), “Local and post-local buckling of concrete filled steel welded box columns”, Journal of Constructional Steel Research, 47(1-2), pp.47-72.
[28] Han, L.H., and Yao, G.H. (2004), “Experimental behaviour of thin-walled hollow structural steel (HSS) columns filled with self-consolidating concrete (SCC)”, Thin-Walled Structures, 42(9), pp.1357-1377.
[29] Liu, D. (2005), “Tests on high-strength rectangular concrete-filled steel hollow section stub columns”, Journal of Constructional Steel Research, 61(7), pp.902-911.
[30] De Oliveira, W.L.A., De Nardin, S., de Cresce El, A.L.H., and El Debs, M.K. (2009), “Influence of concrete strength and length/diameter on the axial capacity of CFT columns”, Journal of Constructional Steel Research, 65(12), pp.2103-2110.
[31] Han, L.H., He, S.H, and Liao, F.Y. (2011), “Performance and calculations of concrete filled steel tubes (CFST) under axial tension”, Journal of Constructional Steel Research, 67(11), pp.1699-1709.
[32] Evirgen, B., Tuncan, A., and Taskin, K. (2014), “Structural behavior of concrete filled steel tubular sections (CFT/CFSt) under axial compression”, Thin-Walled Structures, 80, pp.46-56.
[33] Choi, I.R., Chung, K.S., and Kim, C.S. (2017), “Experimental study on rectangular CFT columns with different steel grades and thicknesses”, Journal of Constructional Steel Research, 130, pp.109-119.
[34] Naghipour, M., Yousofizinsaz, G., and Shariati, M. (2020), “Experimental study on axial compressive behavior of welded built-up CFT stub columns made by cold-formed sections with different welding lines”, Steel Compos, Structures, 34(3), pp.347-359.
[35] Elchalakani, M., Zhao, X.L. and Grzebieta, R.H. (2001), “Concrete-filled circular steel tubes subjected to pure bending”, Journal of Constructional Steel Research, 57(11), pp.1141-1168.
[36] Varma, A.H., Ricles, J.M., Sause, R., and Lu, L.W. (2002), “Experimental behavior of high strength square concrete-filled steel tube beam-columns”, Journal of Structural Engineering, 128(3), pp.309-318.
[37] Ge, H., and Usami, T. (1996), “Cyclic tests of concrete-filled steel box columns”, Journal of Structural Engineering, 122(10), pp.1169-1177.
[38] Wang, B., Liang, J., and Lu, Z. (2019), “Experimental investigation on seismic behavior of square CFT columns with different shear stud layout”, Journal of Constructional Steel Research, 153, pp.130-138.
[39] Mao, X.Y., and Xiao, Y. (2006), “Seismic behavior of confined square CFT columns”, Engineering Structures, 28(10), pp.1378-1386.
[40] Denavit, M.D., Hajjar, J.F., Perea, T., and Leon, R.T. (2018), “Elastic flexural rigidity of steel-concrete composite columns”, Engineering Structures, 160, pp.293-303.
[41] Denavit, M.D. (2012), “Characterization of behavior of steel-concrete composite members and frames with applications for design”, Doctoral Dissertation, University of Illinois at Urbana-Champaign.
[42] Denavit, M.D., Hajjar, J.F., Leon, R.T., and Perea, T. (2014), “Analysis and design of steel-concrete composite frame systems”, Structures Congress, pp.2605-2616.
[43] Denavit, M.D., Hajjar, J.F., Perea, T., and Leon, R.T. (2016), “Stability analysis and design of composite structures”, Journal of Structural Engineering, 142(3), pp.04015157.
[44] Lai, Z., and Varma, A.H. (2015), “Noncompact and Slender Circular CFT Members Experimental Database, Analysis, and Design”, Journal of Constructional Stee Research, 106, pp.220-233.
[45] Leon, R.T., Kim, D.K., and Hajjar, J.F. (2007), “Limit State Response of Composite Columns and Beam-Columns Part 1: Formulation of Design Provisions for the 2005 AISC Specification”, Engineering Journal, AISC, 44(4), pp.341-358.
[46] Lai, Z., and Varma, A.H. (2018), “High-Strength Rectangular CFT Members: Database Modeling, and Design of Short Columns”, Journal of Structural Engineering, ASCE, 144(5), pp.04018036.
[47] Lai, Z., Varma, A.H., and Griffis, L.G. (2016), “Analysis and Design of Noncompact and Slender CFT Beam-Columns”, Journal of Structural Engineering, ASCE, 142(1), pp.1-14.
[48] Alghossoon, A.M., and Varma, A.H. (2020), “The interaction of section and member slenderness on the behavior of high strength composite filled tube (CFT) members”, In Proceedings of the Annual Stability Conference Structural Stability Research Council.
[49] Denavit, M.D., and Hajjar, J.F. (2012), “Nonlinear Seismic Analysis of Circular Concrete-Filled Steel Tube Members and Frames”, Journal of Structural Engineering, ASCE, 138(9), pp.1089-1098.
[50] Schneider, S.P. (1998), “Axially loaded concrete-filled steel tubes”, Journal of Structural Engineering, 124(10), pp.1125-1138.
[51] Gho, W.M., and Liu, D. (2004), “ Flexural behaviour of high-strength rectangular concrete-filled steel hollow sections”, Journal of Constructional Steel Research, 60(11), pp.1681-1696.
[52] Giakoumelis, G., and Lam, D. (2004), “Axial capacity of circular concrete-filled tube columns”, Journal of Constructional Steel Research, 60(7), pp.1049-1068.
[53] Wheeler, A., and Bridge, R. (2006), “The behaviour of circular concrete-filled thin-walled steel tubes in flexure”, Composite Construction in Steel and Concrete V, pp.412-423.
[54] Kishima, Y., Alpsten, G., and Tall, L. (1969), “Residual stresses in welded shapes of flame-cut plates in ASTM A572 (50) steel”, 321(2), Lehigh University.
[55] Brozzetti, J., Alpsten, G.A., and Tall, L. (1970), “Residual stresses in a heavy rolled shape 14wf730”, 337(10), Lehigh University.
[56] Alpsten, G. (1970), “Residual stresses and strength of cold-straightened wide-flange shapes.”, Jernkontorets Annaler, 154, pp.1-9.
[57] Alpsten, G.A., and Tall, L. (1970), “Residual stresses in heavy welded shapes”, American Welding Society, pp.93-105.
[58] Yu, W.W., LaBoube, R.A., and Chen, H. (2019), “Cold-formed steel design”, John Wiley and Sons.
[59] Csernak, S.F., and McCormac, J.C. (2012), “Structural steel design”, Pearson.
[60] AISC, (1999), Load and resistance factor design specification for steel buildings, 3rd Ed., American Institute of Steel Construction, Chicago.
[61] ASCE, (1997), Effective length and notional load approaches for assessing frame stability: Implications for American steel design, ASCE Structural Engineering Institute’s Task Committee on Effective Length under the Technical Committee on Load and Resistance Factor Design, Reston, Va., 442.
[62] AISC, (2000), Code of standard practice for steel buildings and bridges; Manual of Steel Construction–Load and Resistance Factor Design, 2nd Ed., American Institute of Steel Construction Chicago.
[63] White, D.W., Maleck, A.E., and Kim, S.C. (2003), “Design of steel framing systems based on first-order elastic analysis and K=1”, Structural Engineering, Mechanics and Materials Rep. 25, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta.
[64] ANSI/AISC 360-10, (2010), Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, Ill., June 22.