On a lightly damped elastic quadratic model structure modulated by a dynamic periodic load

  • AM Ette

Abstract

In this paper, we employ perturbation procedures in asymptotic expansions of
the various variables to determine the dynamic buckling load of a lightly damped elastic quadratic model structure modulated by a dynamic periodic load. We finally relate the dynamic buckling load to its static equivalent and show that given any one of them, the other can automatically be obtained
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Articles

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eISSN: 1116-4336