| Citation: | Shao Wen-jiao. Analysis of Postbuckling Strength of Stringer Stiffened Cylindrical Shells under Axial Compression[J]. Applied Mathematics and Mechanics, 1984, 5(6): 855-872. | 
 
	                | [1] | Murray,N W.,Buckling of stiffened panels loaded a:lialp and in beading,The Structural Engineer,61,8(1973),285-301. | 
| [2] | Carlsen,C,A.,W,J.Shao aid S,Fredheita,Experimeatal sud theoraticalanalpsis of post buckling strength of flat bar-stiffeaess subject to tripping,Det.norske veritas,Report No80-149(1980). | 
| [3] | Hodge,P.,G Jx,Yield conditions for rotationlly symmetric shells uadent aaisymmetric loading,J.of Applied,Mechanics,27,Trans,ASME,82,Series E,June(1960).323-331. | 
| [4] | Hodge,.P,G.Jx, Plastic Analysis of Straictures,McGraw-Hill book Company,New York(1959). | 
| [5] | Matheson,J,A.L.,Hypersiatic Structures,Vol.1,London,Buttesworth(1959).382. | 
| [6] | Horne,M.R.,Plastic Theory of Structures,2nd Ed.,Pergamon Press(1979) | 
| [7] | Murray,N,W.,Das aufnehmbare Moment is einem zur Richtung der NormaLkraft schrag liegendeb plastischen Gelenk,die Bautechnik,2(1973),57-58. | 
| [8] | Sokolnikoff,I,S.,Mathematical Theory of Elasticity,McGraw-Hill(1956) | 
| [9] | Sridharan,S,and A,C,Walker,Eaperimental investigation of the buckling behaviour of stiffened cylindrical shells,Department of Energy Report No.OT-87835,Department of Civil and Municipal Engineering,University College,London Feb,(1980). | 
| [10] | Walker,A.C.and P.Davies,The Collapse of Stiffead Cylinders Steel Plated Structures,An International Conference,Ed,Dowliag et a1,Crosby Lockwood Staples(1976).791-901. | 
| [11] | Murray,N.W.and P,S.Khoo,Some basic plastic mechanisms过the local buckliag of thin-walled steel structures.lnt.,J Mech,Sci,23.12(1981),703-713. | 
