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This paper presents a novel technique for structural optimization with respect to vibration response. Under the assumptions of asymptotic stability of the statespace system representing the structure, optimization criteria is defined in terms of H∞
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::b2804ae338d86cc5cb54ccdd90837370
https://www.bib.irb.hr/532373
https://www.bib.irb.hr/532373
