(1) Murray, N.W., Buckling of stiffened panels loaded axially and in bending, The Structural Engineer, Vol. 51, No. 8, (1973) , 285-301.
(2) Carlsen, C.A., W.J. Shao and S. Fredheim, Experimental and Theretical Analysis of Post Buckling Strength of Flat Bar Stiffeners Subject to Tripping, Det norske Veritas, Report No. 80-149, (1980).
(3) Hodge, P.G., Jr., Yield conditions for rotationally symmetric shells under axisymmetric loading, J. of Applied Mechanics, Vol. 27, Trans. ASME, Vol. 82, Series E, June (1960) , 323-331.
(4) Hodge, P.G., Jr., Plastic Analysis of Structures, McGraw-Hill Book Company, New York, (1959).
(5) Matheson, J.A.L., Hyperstatic Structures, 2nd Edition, Bullesllonth (1979). (1959). 382.
(6) Horne, MR., Plastic Theory of Structures, 2nd Edition, Pergamon Press, (1979).
(7) Murray, N.W., Das aufnehmbare Moment in einem zur Richtung der Normalkraft schrag liegendeb plastischen Gelenk, die Bautechnik, Vol. 2, (1973) , 57-58.
(8) Sokolnikoff, I.S., Mathematical Theory of Elasticity, McGraw-Hill, (1956).
(9) Sridharan, S. and A.C. Walker, Experimental Investigation of the Buckling Behaviour of Stiffened Cylindrical Shells, Department of Energy Report No. OT-R7835, Department of Civil and Municipal Engineering, University College, London, Feb. (1980).
(10) Walker, A.C. and P. Davies, The Collapse of Stiffened Cylinders Steel Plated Structures, An International Conference, Ed. Dowling et al. Crosby Lockwood Staples, (1976) , 791-901. |