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OPTIMAL SUPPORT POSITIONS FOR A STRUCTURE TO MAXIMIZE ITS FUNDAMENTAL NATURAL FREQUENCY

โœ Scribed by K.-M. Won; Y.-S. Park


Publisher
Elsevier Science
Year
1998
Tongue
English
Weight
296 KB
Volume
213
Category
Article
ISSN
0022-460X

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โœฆ Synopsis


A procedure and related theories are developed to find the loci of optimal support positions for a structure to maximize its fundamental eigenvalue by increasing the support stiffness. The concept of limit eigenvalue, which is the upper bound of fundamental eigenvalue achieved by adding supports, is introduced. A condition is derived on which the fundamental eigenvalue can be reached to its limit eigenvalue. A sensitivity formula of eigenvalues with respect to the change of support positions is also derived to set up an optimization problem and to obtain its optimal support positions. It is found that the loci of m supports start from the maximum displacement position of the structure's first eigenfunction and end at certain positions on the nodal line of its (m + 1)th eigenfunction if the fundamental eigenvalue can reach its limit eigenvalue. The suggested method is tested to find the loci for a beam and a plate structure.


๐Ÿ“œ SIMILAR VOLUMES


Optimization of support positions to max
โœ D. Wang; J. S. Jiang; W. H. Zhang ๐Ÿ“‚ Article ๐Ÿ“… 2004 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 249 KB

## Abstract In this paper, the position optimization of simple supports is implemented to maximize the fundamental frequency of a beam or plate structure. Both elastic and rigid supports are taken into account. First, the frequency sensitivity with respect to the movement of a simple support is der