论文信息 - Stability of tapered cantilever columns with an elastic foundation subjected to a concentrated follower force at the free end - 字舞流文

Stability of tapered cantilever columns with an elastic foundation subjected to a concentrated follower force at the free end

G. Venkateswara Rao | K.Kanaka Raju

[1] R. Barsoum. Finite element method applied to the problem of stability of a non‐conservative system , 1971 .

[2] George Herrmann,et al. Stability of a beam on an elastic foundation subjected to a follower force. , 1972 .

[3] C. Sundararajan,et al. Stability of columns on elastic foundations subjected to conservative and non-conservative forces , 1974 .

[4] Fumio Kikuchi,et al. A finite element method for non‐self‐adjoint problems , 1973 .

[5] G. Venkateswara Rao,et al. Galerkin Finite Element Solution for the Stability of Cantilever Columns Subjected to Tangential Loads , 1975 .

[6] G. Venkateswara Rao,et al. Stability of tapered cantilever columns subjected to follower forces , 1976 .

[7] W. Hauler,et al. Influence of an elastic foundation on the stability of a tangentially loaded column , 1976 .

[8] G. Venkateswara Rao,et al. Effect of shear deformation and rotatory inertia on the stability ofBeck's and Leipholz's columns , 1980 .