Abstract
Due to optimization of the vibration characteristic by using the response surface method for truss core panel, it is necessary to reanalyze a lot of sampling structures. The perturbation method with complementary term is reported that can analyze dynamic characteristics of the much changed structure rapidly with high analytical accuracy. In this paper, we propose the new optimization method that is combined RSM optimization method and perturbation method with complementary term for truss core panel dynamical problem.
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