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andSer ~ ifivitythroughaMu] U-Pointc. n or raj canthal FoImulatlon. 5/MAC,[link widoczny dla zalogowanych], Apri] 1987. Lond ~ mEngland. PP. 928 - 933 [1O] Zhu. I. &, Qj. J. , Tong, z. F,. et: Struct32ralDynamicsModificationUsingTransferFunctlopJipartITheories · 1MAC. Apfn】 987,[link widoczny dla zalogowanych], L ~ donEngland. pI). 9 {4-949 [1I] Sestieri. A. , Ambrogio. W. D. : WhyBeModal: i. e. HowtoAvoidtheUseofModesintheMod Let j shut 0nofVibrationS ~ stams, 6 曲 IMAC. I988. Orlando. FL [J2] O Zhang Zhou, Lin Jiakeng: The finite element method for solving continuous quality inherent characteristic of dynamic systems.I985 No. 2 [1 Quarry Cheng Zhao, Di macro r resistance finite element dynamic array, 2, 1985 Volume 4 Vibration Engineering [I] Wang Wenliang [I5j; Bishop. [I6] was tired of Hua Du Zuorun: Fudan University Press tI985, p400 - 423R. E. D. . Johnson. D. CmP 【oy1. '~ Brag / oa. Cambridge. TheUnlv. Pr. . If the thousands of structural dynamic modification I9'79 Research. Nanjing Aeronautical Institute,[link widoczny dla zalogowanych], Dr. Hutchison article. 1989.11StructuralDynamicsModificationBasedOnFitFrequencyResponseFunctions knock coffee z Diao (Natl unloading gAeronauticalInstitute) Atr ● ctA ~ ocedureofstructuraldynamicsmodificationasedollthefitmodelofIrequencyresoon ~ l'unetiom (FR) twisting pre ~ ted. AglobalcufvelittlngolmeasuredFRFsu spider Bthetatlonallrletionorthogonalpolynomial porcelain Imr / orrrmd. Then. thefitFRFsareusedtoprediCtstructuralmodili ~ atlons. Tit friends. B lythe not scratch the Air bmodesolltiideoftheiranalysiandwidth sweet nbeincluded, butalsoIhepollutionoftel'tO / ~ catrtber ~ stralned. Twoe sister swing aredem handsome port 1 m snatedTheI d / orcomplicatedm, zckilica ~ ons,[link widoczny dla zalogowanych], andtheaccuracyqfthep ~ oOedla. {aBs £ Bc seven O.key-.rdI; structuralanalys ~, subst ~ ucturalme ~ od, @ equencyrespons = functiontstructuraldynamicsmoditication

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