[1] Lorenz R. Buckling of a Cylindrical Shell under Axial Compression. J. Zeitschrift des Vereines Deutscher Ingenieure. 1908; 52. (In German).
[2] Koiter W, Elishakoff Y, and Starnes Jr. Buckling of an axially compressed imperfect cylindrical shell of variable thickness. 35th Structures, Structural Dynamics, and Materials Conference; 1994 Apr 18-20; Hilton Head,SC,U.S.A.
https://doi.org/10.2514/6.1994-1339.
[3] Kendrick S. The buckling under external pressure of circularcylindrical shells with evenly spaced equal strength circular ring frames,Part I. Naval Construction Research Establishment;1953. Rep. R211.
[4] Teng JG, Song CY. Numerical models for nonlinear analysis of elastic shells with Eigen mode-affine imperfections. International journal of solids and structures. 2001 May 1;38(18):3263-80.
[5] Song CY, Teng JG, Rotter JM. Imperfection sensitivity of thin elastic cylindrical shells subject to partial axial compression. International journal of solids and structures. 2004 Dec 1;41(24-25):7155-80.
[6] Khelil A. Buckling of steel shells subjected to non-uniform axial and pressure loading. Thin-walled structures. 2002 Nov 1;40(11):955-70.
[7] Kim SE, Kim CS. Buckling strength of the cylindrical shell and tank subjected to axially compressive loads. Thin-walled structures. 2002 Apr 1;40(4):329-53.
[8] Khamlichi A, Bezzazi M, Limam A. Buckling of elastic cylindrical shells considering the effect of localized axisymmetric imperfections. Thin-Walled Structures. 2004;42: 1035-47.
[9] Schneider W, Brede A. Consistent equivalent geometric imperfections for the numerical buckling strength verification of cylindrical shells under uniform external pressure. Thin-Walled Structures. 2005;43(2): 175-88.
[10] Waszczyszyn Z, Bartczak M. Neural prediction of buckling loads of cylindrical shells with geometrical imperfections. International journal of non-linear mechanics. 2002 Jun 1;37(4-5):763-75.
[11] Angelos P, Dimitrios E, Nikolaos M. Prediction of the collapse modes of PVC cylindrical shells under compressive axial loads using Artificial Neural Networks. Artificial Intelligence and Innovations. 2007; 247: 251-258.
[12] Hasanzadehshooiili H, Lakirouhani A, Šapalas A. Neural network prediction of buckling load of steel arch-shells. Archives of civil and mechanical engineering. 2012 Dec;12:477-84.
[13] Sheidaii MR, Bahraminejad R. Evaluation of compression member buckling and post-buckling behavior using artificial neural network. Journal of Constructional Steel Research. 2012 Mar 1;70:71-7.
[14] Bilgehan M, Gürel MA, Pekgökgöz RK, Kısa M. Buckling load estimation of cracked columns using artificial neural network modeling technique. Journal of Civil Engineering and Management. 2012 Aug 1;18(4):568-79.
[15] Kumar M, Yadav N. Buckling analysis of a beam–column using multilayer perceptron neural network technique. Journal of the Franklin Institute. 2013; 350: 3188–204.
[16] Sharifi Y, Tohodi S. Lateral-torsional buckling capacity assessment of web opening steel girders by artificial neural networks–elastic investigation. Frontiers of Structural and Civil Engineering. 2014; 8: 167-77.
[17] Tohodi S, Sharifi Y. A New Predictive Model for Restrained Distortional Buckling Strength of Half-through Bridge Girders using Artificial Neural Network. KSCE Journal of Civil Engineering. 2015; 20: 1392-403.
[18] Mallela UK, Upadhyay A. Buckling load prediction of laminated composite stiffened panels subjected to in-plane shear using artificial neural networks. Thin-Walled Structures. 2016 May 1;102:158-64.
[19] Bonet J, Wood RD. Nonlinear continuum mechanics for finite element analysis. 9nd Edition. Cambridge University Press; 2008.
[20] Hagan MT, Demuth HB. Neural Network Design. PWS Publishing Company; 1996.
[21] Ventsel E, Krauthammer T. Thin plates and shells: theory, analysis, and applications. CRC Press; 2001.