[1] A. Gheitasi, M.M. Alinia, Slenderness classification of unstiffened metal plates under shear loading, Thin-Walled Structures, 48(7) (2010) 508-518.
[2] M.M. Alinia, M. Dastfan, Cyclic behaviour, deformability and rigidity of stiffened steel shear panels, Journal of Constructional Steel Research, 63(4) (2007) 554–563.
[3] AASHTO, LRFD bridge design specifications, 8th ed: American Association of State Highway and Transportation Officials, Washington DC, 2018.
[4] M.M. Alinia, H.R. Habashi, A. Khorram, Nonlinearity in the postbuckling behavior of thin steel shear panels, Thin-Walled Structures, 47(4) (2009) 412-420.
[5] M.L. Sharp, J.W. Clark, Thin aluminum shear webs. Journal of Structural Division, 97(4) (1971) 1021–1038.
[6] D.M. Porter, K.C. Rockey, H.R. Evans, The collapse behavior of plate girders loaded in shear, Structural Engineer, 53(8) (1975) 313–325.
[7] C. Marsh, W. Ajam, H. Ha, Finite element analysis of postbuckled shear webs, Journal of Structural Engineering, 114(7) (1988) 1571–87.
[8] S.C. Lee, C.H. Yoo, Experimental study on ultimate shear strength of web panels. Journal of Structural Engineering, 125(8) (1999) 838–846.
[9] C.H. Yoo, S.C. Lee, Mechanics of web panel postbuckling behavior in shear. Journal of Structural Engineering, 132(10) (2006) 1580-1589.
[10] M.M. Alinia, M. Dastfan, Behavior of thin steel plate shear walls regarding frame members, Journal of Constructional Steel Research, 62(7) (2006) 730–738.
[11] M.M. Alinia, M. Shakiba, H.R. Habashi, Shear failure characteristics of steel plate girders, Thin-Walled Structures, 47(12) (2009) 1498-1506.
[12] M.M. Alinia, A. Gheitasi, M. Shakiba, Postbuckling and ultimate state of stresses in steel plate girders, Thin-Walled Structures, 49(4) (2011) 455-464.
[13] G.H. Bryan, On the stability of a plane plate under thrusts in its own plane with applications on the buckling of the sides of a ship, Proceedings of London Mathematical Society, 1891.
[14] S. Timoshenko, Theory of elastic stability, New York: McGraw Hill, 1936.
[15] M. Stein, J. Neff, Buckling stresses of simply supported rectangular flat plates in shear, NACA: Technical note no. 1222, 1947.
[16] R. Maquoi, M. Skaloud, Stability of plates and plated structures: general report. Journal of Constructional Steel Research, 55(1-3) (2000) 45–68.
[17] J. Rhodes, Some observations on the postbuckling behavior of thin plates and thin-walled members, Thin-Walled Structures, 41(2–3) (2003) 207-226.
[18] M.M. Alinia, S.A.A. Hosseinzadeh, H.R. Habashi, Influence of central cracks on buckling and post-buckling behaviour of shear panels, Thin-walled Structures, 45(4) (2007) 422–443.
[19] M.M. Alinia, S.A.A. Hosseinzadeh, H.R. Habashi, Numerical modelling for buckling analysis of cracked shear panels, Thin-Walled Structures, 45(12) (2007) 1058–1067.
[20] M.M. Alinia, S.A.A. Hosseinzadeh, H.R. Habashi, Buckling and post-buckling strength of shear panels degraded by near border cracks, Journal of Constructional Steel Research, 64(12) (2008) 1483–1494.
[21] M.A. Komur, Elasto-plastic buckling analysis for perforated steel plates subject to uniform compression, Mechanics Research Communications, 38(2) (2011) 117–122.
[22] S.A.A. Hosseinzadeh, M. Tehranizadeh, Introduction of stiffened large rectangular openings in steel plate shear walls, Journal of Constructional Steel Research, 77 (2012) 180–192.
[23] E. Maiorana, C. Pellegrino, C. Modena, Non-linear analysis of perforated steel plates subjected to localized symmetrical load, Journal of Constructional Steel Research, 65(4) (2009) 959–964.
[24] W.H. Hoppman, M.D. Baltimore, Bending of orthogonally stiffened plates, Journal of Applied Mechanics, (1955) 267–71.
[25] N.J. Huffington, V.A. Blacksburg, Theorectical determination of rigidity properties of orthogonally stiffened plates, Journal Applied Mechanics, (1956) 15–20.
[26] H. Okada, K. Kitaura, Y. Fukumoto, Buckling strength of stiffened plates containing one longitudinal or transverse girder under compression, Bulletin of University of Osaka Prefecture, Series A, 20(2) (1971) 287–306.
[27] J. Kondo, Ultimate strength of longitudinally stiffened plate panels subjected to combined axial and lateral loading, Ph.D. thesis, Lehigh University, 1965.
[28] M.M. Alinia, R.S. Shirazi, On the design of stiffeners in steel plate shear walls, Journal of Constructional Steel Research, 65(10-11) (2009) 2069-2077.
[29] N.E. Shanmugam, Zhu. Dongqi, Y.S. Choo, M. Arockiaswamy, Experimental studies on stiffened plates under in-plane load and lateral pressure, Thin-Walled Structures, 80 (2014) 22–31.
[30] G. Gerard. Critical shear-stress of plates above the proportional limit. Journal of Applied Mechanics, 15(l) (1948) 7–12.
[31] E.Z. Stowell, A unified theory of plastic buckling of columns and plates. NACA Technical note 1556, 1948.
[32] T. Inoue, Analysis of plastic buckling of rectangular steel plates supported along their four edges, International Journal of Solids and Structures, 31(2) (1994) 219-230.
[33] J.W. Hutchinson, Plastic buckling, Advances in Applied Mechanics, 14 (1974) 67-144.
[34] T. Inoue, Analysis of plastic buckling of steel plates in shear based on the tresca yield criterion. International Journal of Solids and Structures, 33(26) (1996) 3903-3923.
[35] M.M. Alinia, A. Gheitasi, S. Erfani, Plastic shear buckling of unstiffened stocky plates, Journal of Constructional Steel Research, 65(8-9) (2009) 1631-1643.
[36] AASHTO, LRFD bridge design specifications, 3rd ed: American Association of State Highway and Transportation Officials, Washington DC, 2005.
[37] M.M. Alinia, Theory of plates and shells, Tehran, Ashian, 2010.
[38] ABAQUS, analysis user’s manual, version 6.16. Hibbitt, Karlsson, Sorenson, Inc., (HKS), 2016.
[39] M. Amani, M.M. Alinia, M. Fadakar, Imperfection sensitivity of slender/stocky metal plates. Thin-Walled Structures, 73 (2013) 207–215.
[40] S.A.A. Hosseinzadeh, Mohsen Tehranizadeh, The wall-frame interaction effect in steel plate shear wall systems, Journal of Constructional Steel Research, 98 (2014) 88–99.
[41] S.A.A. Hosseinzadeh, A. Kamraninejad, Effect of slenderness ratio on nonlinear-static/cyclic behavior characteristics of shear panels. IQBQ, 17(2) (2017) 93-104. (In Persian)
[42] W. Ramberg, W.R. Osgood, Description of stress-strain curves by three parameters, National Advisory Committee for Aeronautics, Washington DC, Technical note No. 902, 1943.
[43] S. Tahouni, Design of steel structures (ASD and LRFD), Tehran, Elam-o-adab, 2013.
[44] S.J. Chen, C.C. Chang, Experimental study of low yield point steel gusset plate connections. Thin-Walled Structures, 57 (2012) 62–69.
[45] ATC-24, Guidelines Of Cyclic Seismic Testing On Components For Steel Structures, Redwood City, California, U.S.A., Applied Technology Council, 1992.
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