Dynamic Condensation by System Identification and Application to Structural Modification
博士 === 國立成功大學 === 機械工程研究所 === 84 === A frequency-domain technique is developed in this thesis. The major goal of this method is to extract the normal modes, to identify the system matrices and to modify the structure characteristics. First, a relationshi...
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ndltd-TW-084NCKU04890032016-02-05T04:16:28Z http://ndltd.ncl.edu.tw/handle/60723620027524477292 Dynamic Condensation by System Identification and Application to Structural Modification 系統識別之動態縮減與結構修改之應用 S. Y. Chen 陳炘鏞 博士 國立成功大學 機械工程研究所 84 A frequency-domain technique is developed in this thesis. The major goal of this method is to extract the normal modes, to identify the system matrices and to modify the structure characteristics. First, a relationship between the normal an By using the same relationship, a method for estimating the system matrices of a dynamic system is developed. Independent from the mass and stiffness matrices, the damping matrix is calculated alone, while the mass and the stiffness matrices are identif Furthermore, this idea is extended from a complete system to deal with an incomplete system. It is shown that the equivalent condensed system matrices can also be obtained by this method. These equivalent condensed system matrices represent a dynamic c Both simulation and experimental examples are carried out to illustrate the applicability of the present methods. The results indicate that these methods for extracting the normal modes, estimating the system matrices and modifying the structure characte Y. G. Tsuei; M. S. Ju 崔永晉 朱銘祥 1996 學位論文 ; thesis 84 zh-TW |
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博士 === 國立成功大學 === 機械工程研究所 === 84 === A frequency-domain technique is developed in this thesis. The
major goal of this method is to extract the normal modes, to
identify the system matrices and to modify the structure
characteristics. First, a relationship between the normal an By
using the same relationship, a method for estimating the system
matrices of a dynamic system is developed. Independent from
the mass and stiffness matrices, the damping matrix is
calculated alone, while the mass and the stiffness matrices are
identif Furthermore, this idea is extended from a complete
system to deal with an incomplete system. It is shown that the
equivalent condensed system matrices can also be obtained by
this method. These equivalent condensed system matrices
represent a dynamic c Both simulation and experimental examples
are carried out to illustrate the applicability of the present
methods. The results indicate that these methods for extracting
the normal modes, estimating the system matrices and modifying
the structure characte
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author2 |
Y. G. Tsuei; M. S. Ju |
author_facet |
Y. G. Tsuei; M. S. Ju S. Y. Chen 陳炘鏞 |
author |
S. Y. Chen 陳炘鏞 |
spellingShingle |
S. Y. Chen 陳炘鏞 Dynamic Condensation by System Identification and Application to Structural Modification |
author_sort |
S. Y. Chen |
title |
Dynamic Condensation by System Identification and Application to Structural Modification |
title_short |
Dynamic Condensation by System Identification and Application to Structural Modification |
title_full |
Dynamic Condensation by System Identification and Application to Structural Modification |
title_fullStr |
Dynamic Condensation by System Identification and Application to Structural Modification |
title_full_unstemmed |
Dynamic Condensation by System Identification and Application to Structural Modification |
title_sort |
dynamic condensation by system identification and application to structural modification |
publishDate |
1996 |
url |
http://ndltd.ncl.edu.tw/handle/60723620027524477292 |
work_keys_str_mv |
AT sychen dynamiccondensationbysystemidentificationandapplicationtostructuralmodification AT chénxīnyōng dynamiccondensationbysystemidentificationandapplicationtostructuralmodification AT sychen xìtǒngshíbiézhīdòngtàisuōjiǎnyǔjiégòuxiūgǎizhīyīngyòng AT chénxīnyōng xìtǒngshíbiézhīdòngtàisuōjiǎnyǔjiégòuxiūgǎizhīyīngyòng |
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1718180317408264192 |