Technology reports of the Yamaguchi University

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Technology reports of the Yamaguchi University Volume 3 Issue 2
published_at 1983-12

Basic equations and boundary conditions of dynamic elastic stability for thin walled structural members subjected to follower loads

Basic equations and boundary conditions of dynamic elastic stability for thin walled structural members subjected to follower loads
Aida Tadayoshi
fulltext
480 KB
KJ00004351044.pdf
Descriptions
Basic equations and boundary conditions in which the effect of initial torsional moment M_z^o is included for analysis of dynamic elastic stability of thin walled structural members are derived by applying the linearized finite displacement theory in continuum mechanics and using the principle of virtual work and D'Alembert principle.