[1] Reissner,H.,Über die spannungsverteilung in zylindrschen behälterwänden,Beton U.Eisen,7(1908),150-155.
[2] Cattin,A.,Serbatoio cilindrico a sezing meridiana dispessore variabile,Ric.Ing.,7(1939),80-87.
[3] Federhofer,K.,Berechung der kreiszylindrischem fl黶sigkeit sbehälter mit quadratisch ver?nderlider wandst?rke,Osterr Ing.-Arch.,6(1951),43-64.
[4] Fl黦ge,W.,Stresses in Shells,sec.ed.,Springer-Verlag Berlin,Printed in Germany(1973).
[5] Fl黦ge,W.,Die stabilit?t der kreiszylinderschale,Ing.-Arch.,3(1932),463-506.
[6] Barongand,Y.and H.Tottenham,The analysis of rotational shells using a curved ring element and mixed variational formulation,Int.J.Num.Engng.,10(1976).
[7] Shu Heng-yu,Applications of trasfer matrix to stress analysis of rotational shell structure,Journal of Huazhong Institule of Technology,Special Issue(IV)on Mechanics of Ship Structures(1980),59-68.(in Chinese)
[8] Huang Yu-ying and Liang Guang-ji,Axisymmelrical deformations of cylindrical shells with nonuniform wall thickness,Shanghai Journal of Mechanics,1(1983).(in Chinese)
[9] Nimek,M.A.,Linear Differential Operator,Science Publishing House,Beijing,(1964) 13-28.(Chinese Version)
[10] Shimansiji(U.S.S.R.),A Handbook of Ship Structural Mechanics,Volume II,Shanghai Science and Technology Publishing House,Shanghai,(1966),332(Chinese Version)
[11] Yeh Kai-yuan,General solution on certain problems of elasticity with non-homogeneity and variable thickness,IV.Bending,buckling and free vibration of non-homogeneous variable thickness beams,Journal of Lanzhou University,Special Number of Mechanics,1(1979),133-157.(in.Chinese) |