[1] EN 1991-4. Eurocode 1: Actions on structures - Part 4: Silos and tanks. Brussels: CEN; 2006.
[2] Rotter JM. Pressures, stresses and buckling in metal silos containing eccentrically discharging solids. Festschrift Richard Greiner, Celebr Vol 60th Birthd Prof Richard Greiner, TU Graz, Austria 2001:85–104.
[3] Sadowski AJ, Rotter JM. Study of buckling in steel silos under eccentric discharge flows of stored solids. J Eng Mech 2009;136:769–76.
[4] Sadowski AJ, Rotter JM. Buckling of very slender metal silos under eccentric discharge. Eng Struct 2011;33:1187–94.
[5] Cao Q, Zhao Y. Buckling design of large eccentrically filled steel silos. Powder Technol 2018;327:476–88. doi:https://doi.org/10.1016/j.powtec.2018.01.001.
[6] Sadowski AJ, Rotter JM. Slender thin cylindrical shells under unsymmetrical strip loads. Thin-Walled Struct 2012;61:169–79.
[7] Wang P, Zhu X, Liu M, Li Y. Buckling behaviors and simplified design method for steel silos under locally distributed axial load. J Constr Steel Res 2017;134:114–34.
[8] Greiner R, Guggenberger W. Tall cylindrical shells under wind pressure. In: Rotter JM, Teng JG, editors. Buckling Thin Met. Shells, London: 2004, p. 198–206.
[9] Greiner R. Cylindrical shells: wind loading. silos Fundam. theory, Behav. Des., vol. 17, London: E & FN Spon; 1998, p. 378–99.
[10] Sadowski AJ, Fajuyitan OK, Wang J. A computational strategy to establish algebraic parameters for the Reference Resistance Design of metal shell structures. Adv Eng Softw 2017;109:15–30.
[11] Rotter JM. Shell buckling design and assessment and the LBA‐MNA methodology. Stahlbau 2011;80:791–803.
[12] EN 1993-1-6. Eurocode 3: Design of steel structures - Part 1-6: Strength and stability of shell structures. Brussels: CEN; 2007.
[13] Kebeli H V, Bucklin RA, Gurley K, Reinhold T. Wind pressure coefficients of conical roofs on grain bins. Americas (Engl Ed) 2001:1.
[14] Macdonald PA, Kwok KCS, Holmes JD. Wind loads on circular storage bins, silos and tanks: I. Point pressure measurements on isolated structures. J Wind Eng Ind Aerodyn 1988;31:165–87.
[15] Macdonald PA, Holmes JD, Kwok KCS. Wind loads on circular storage bins, silos and tanks. II. Effect of grouping. J Wind Eng Ind Aerodyn 1990;34:77–95.
[16] Macdonald PA, Holmes JD, Kwok KCS. Wind loads on circular storage bins, silos and tanks III. Fluctuating and peak pressure distributions. J Wind Eng Ind Aerodyn 1990;34:319–37.
[17] Sabransky IJ, Melbourne WH. Design pressure distribution on circular silos with conical roofs. J Wind Eng Ind Aerodyn 1987;26:65–84.
[18] EN 1993-4-1. Eurocode 3: Design of steel structures - Part 4-1: Silos. Brussels: CEN; 2007.
[19] Nielsen J, Rotter JM. On the definition of design values for loads on silos and tanks. Adv Struct Eng 2017:1369433217746348.
[20] Ansourian P. On the buckling analysis and design of silos and tanks. J Constr Steel Res 1992;23:273–94.
[21] Greiner R, Derler P. Effect of imperfections on wind-loaded cylindrical shells. Thin-Walled Struct 1995;23:271–81.
[22] Chen L, Rotter JM. Buckling of anchored cylindrical shells of uniform thickness under wind load. Eng Struct 2012;41:199–208.
[23] Zhao Y, Cao Q, Su L. Buckling design of large circular steel silos subject to wind pressure. Thin-Walled Struct 2013;73:337–49.
[24] EN 1991-1-4. Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions. Brussels: CEN; 2005.
[25] Sadowski AJ, Rotter JM. Steel silos with different aspect ratios: I—Behaviour under concentric discharge. J Constr Steel Res 2011;67:1537–44.
[26] Dassault Systèmes Simulia. Abaqus CAE User’s Manual. 2012.
[27] Sadowski AJ, Rotter JM. Solid or shell finite elements to model thick cylindrical tubes and shells under global bending. Int J Mech Sci 2013;74:143–53.
[28] Kuczyńska N, Wójcik M, Tejchman J. Effect of bulk solid on strength of cylindrical corrugated silos during filling. J Constr Steel Res 2015;115:1–17.
[29] Song CY. Effects of patch loads on structural behavior of circular flat-bottomed steel silos. Thin-Walled Struct 2004;42:1519–42.
[30] Maleki S, Mehretehran AM. 3D wind buckling analysis of long steel corrugated silos with vertical stiffeners. Eng Fail Anal 2018.
[31] Raeesi A, Ghaednia H, Zohrehheydariha J, Das S. Failure analysis of steel silos subject to wind load. Eng Fail Anal 2017;79:749–61.
مهندسی عمران مدرس