[1] Chow and Narayanan. Buckling of plates containing openings. in 7th international Specialty Conference on Cold-Formed Steel Structures, pp. 39–53, Columbia, Missouri, 1984. International Specialty Conference on ColdFormed Steel Structures.
[2] Brown. Elastic buckling of perforated plates subjected to concentrated loads. Computers and Structures, 36(6):1103–1109, 1990.
[3] ShakerleyandBrown. Elasticbucklingofplateswith eccentricallypositionedrectangularperforations. International Journal of Mechanical Sciences, 38(89):825–838, 1996.
[4] Sawy and Nazmy. Effect of aspect ratio on the elastic buckling of uniaxially loaded plates with eccentric holes. Thin-Walled Structures, 39(12):983–998, 2001.
[5] Sawy,NazmyandMartini. Elasto-plasticbucklingof perforated plates under uniaxial compression. ThinWalled Structures, 42(8):1083–1101, 2004.
[6] KumarandPaik. Bucklinganalysisofcrackedplates using hierarchical trigonometric functions. ThinWalled Structures, 42(5):687–700, 2004.
[7] Wang, Sun, Peng and Uemori. Buckling and ultimate strength of plates with openings. Ships and Offshore Structures, 4(1):43–53, 2009.
[8] Maiorana, Pellegrino and Modena. Linear buckling analysis of perforated plates subjected to localized symmetrical load. Engineering Structures, 30(11):3151–3158, 2008.
[9] Maiorana,PellegrinoandModena.Asemi-analytical analysisoftheelasticbucklingofcrackedthinplates under axial compression using actual non-uniform stress distribution. Thin-Walled Structures, 13:229– 241, 2013.
[10] Rhodes and Harvey. Plates in uniaxial compressionwithvarioussupportconditionsattheunloaded boundaries. International Journal of Mechanical Science, 13(9):787–802, 1971.
[11] Marguerre. The apparent width of the plate in compression. Technical Memorandum, (833), 1937.
[12] Rhodes, J, Harvey, JM, and Fok, WC. The loadcarrying capacity of initially imperfect eccentrically loaded plates. International Journal of Mechanical Sciences, 17(3):161–172, 1975.
[13] Rhodes, J. The post buckling behaviour of bending elements. 1982.
[14] Rhodes, Jim. Post-buckling analysis of light gauge members using finite strips. 2002.
[15] Ovesy, HR, Ghannadpour, SAM, and Morada, G. Geometric non-linear analysis of composite laminated plates with initial imperfection under end shortening,usingtwoversionsoffinitestripmethod. Composite structures, 71(3-4):307–314, 2005.
[16] Assaee,HandOvesy,HR. Amulti-termsemi-energy finitestripmethodforpost-bucklinganalysisofcomposite plates. International journal for numerical methods in engineering, 70(11):1303–1323, 2007.
[17] Hajikazemi, Mohammad, Ovesy, Hamid Reza, and Sadr-Lahidjani, Mohammad Homayoun. A semienergy finite strip method for post-buckling analysis of relatively thick anti-symmetric cross-ply laminates. in Key Engineering Materials, vol. 471, pp. 426–431. Trans Tech Publ, 2011.
[18] Ovesy, HR, Hajikazemi, M, and Assaee, H. A novel semi energy finite strip method for post-buckling analysisofrelativelythickanti-symmetriclaminated plates. Advances in Engineering Software, 48:32–39, 2012.
[19] Ghannadpour, SAM, Ovesy, HR, and Zia-Dehkordi, E. Buckling and post-buckling behaviour of moderately thick plates using an exact finite strip. Computers & Structures, 147:172–180, 2015.