This book gives a unified presentation of the field of stability buckling and post buckling states are studied on the basis of total potential energy of structural systems emphasis is placed throughout the text on post buckling analysis and behaviour the sensitivity of buckling and post buckling states to changes in design parameters is also discussed as well as changes due to imperf. In summary theory of elastic stability analysis and sensitivity presents the material in an instructive manner suitable for self study it emphasizes analytical treatment of the subject which is essential for handling modern numerical methods as well as assessing and creating software packages. Sensitivity of post buckling paths is studied in the context of the general theory of elastic stability of discrete structural systems it is assumed that the sensitivity of the critical state . A general theory of elastic stability was proposed by koiter for continuous systems and by thompson and sewell for discrete systems the theory as described in several books employs a
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