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STRUCTURAL MODIFICATION BASED ON MEASURED FREQUENCY RESPONSE FUNCTIONS: AN EXACT EIGENPROPERTIES REALLOCATION

โœ Scribed by Y.-H. PARK; Y.-s. PARK


Publisher
Elsevier Science
Year
2000
Tongue
English
Weight
277 KB
Volume
237
Category
Article
ISSN
0022-460X

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โœฆ Synopsis


A structural modi"cation method based on frequency response functions is presented in terms of an inverse eigenvalue problem. The design objective is to derive multiple lumped mass, damper and sti!ness modi"cations needed to reallocate eigenvalues and specify eigenvectors of an existing structure. A frequency response function-based substructure-coupling concept is used to get the system dynamic equations. A linear algebraic equation is "nally obtained to identify the necessary structural modi"cations. The exact structural modi"cations are determined. The existence and uniqueness of exact solutions are also investigated. The feasibility of structural modi"cation is examined under the restrictions of structural modi"cations in the case where in"nite many exact modi"cations can exist. The proposed method was applied to an example structure. Based on experiment data, the minimum sti!ness modi"cations were calculated. The result of application indicates that the suggested method can derive accurate structural changes just based on minimum number of measured frequency response functions.

2000 Academic Press


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STRUCTURE OPTIMIZATION TO ENHANCE ITS NA
โœ YONG-HWA PARK; YOUN-SIK PARK ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 397 KB

A measured frequency response function (FRF) based structural modi"cation method is presented to obtain optimal structural changes to enhance its natural frequencies. Structural dynamics modi"cation (SDM) has been widely used for improvements of built-in structures. However, the optimum design obtai