The Proceedings of the Dynamics & Design Conference
Online ISSN : 2424-2993
2012
Session ID : 802
Conference information
802 High Efficiency of Structure Dynamic Analysis Method by Using Perturbation Method with Complementary
Xilu ZHAOIchirou HAGIWARA
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CONFERENCE PROCEEDINGS FREE ACCESS

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Abstract
In this paper, a new perturbation method is proposed, and is shown that the correction vector can be calculated shorter than ever. And, the computing efficiency of the response surface optimization method could improve greatly by applying perturbation method with complementary term to example analysis in the optimization of vibration characteristics by the response surface methodology and by finishing eigenvalue analysis which takes most computing time just once. Moreover, the validity and effectiveness is examined by examples by inducing approximately estimated formula of the vibration response value based on orthogonal polynomial. Lastly, it is shown that the computing time is shorten greatly compared with former method by applying this method to analysis of optimization problem of vibration characteristics.
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© 2012 The Japan Society of Mechanical Engineers
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