A special beam element for the analysis of thin‐walled structural components
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[1] Srinivasan Sridharan,et al. Interactive buckling analysis with finite strips , 1985 .
[2] Srinivasan Sridharan. A finite strip analysis of locally buckled plate structures subject to nonuniform compression , 1982 .
[3] G. Powell,et al. Improved iteration strategy for nonlinear structures , 1981 .
[4] J. Z. Zhu,et al. The finite element method , 1977 .
[5] J. M. T. Thompson,et al. On the optimum design of thin-walled compression members , 1972 .
[6] Viggo Tvergaard,et al. Imperfection-sensitivity of a wide integrally stiffened panel under compression , 1973 .
[7] Gregory J. Hancock,et al. Nonlinear elastic response of locally buckled thin-walled beam-columns , 1987 .
[8] Srinivasan Sridharan,et al. Behavior and Design of Thin‐Walled Columns , 1988 .
[9] Srinivasan Sridharan,et al. A versatile model for interactive buckling of columns and beam-columns , 1988 .
[10] A. van der Neut,et al. Mode interaction with stiffened panels , 1974 .
[11] Srinivasan Sridharan,et al. Interactive Buckling in Thin‐Walled Beam‐Columns , 1985 .
[12] P P Bijlaard,et al. COLUMN STRENGTH OF H-SECTIONS AND SQUARE TUBES IN POSTBUCKLING RANGE OF COMPONENT PLATES , 1953 .
[13] T. R. Graves Smith,et al. A finite strip method for the post-locally-buckled analysis of plate structures , 1978 .