年次大会講演論文集
Online ISSN : 2433-1325
セッションID: G1001-2-6
会議情報
G1001-2-6 振動インテンシティのモード展開を用いたはり構造物設計の基礎的検討((2)振動解析・制振・防振1)
沼田 臨末森 亮平村上 雄太山崎 徹
著者情報
会議録・要旨集 フリー

詳細
抄録
This paper explains an afection of the structural design, to outfit a beam with a side branch, to longitudinal vibration on beams with structural intensity. Side branches has been used in flow structures as an acoustic high pass filter. The structure reducts acoustic vibrations, as if it is longitudinal, whitch has N times quarter wavelength of the branch length when N is any odd number. Structural intensity (SI), which was introduced by Noiseux and Pavic in the 1970s, is defined as the instantaneous rate of energy transfer per unit area in a structure. The SI field indicates the magnitude and the direction of vibratory energy flows at any point in a structure. Then, we exam the noise reduction mechanism of side branch on compound beams with SI for developing a new process for designing structures with low noise and vibration by using SI.
著者関連情報
© 2009 一般社団法人日本機械学会
前の記事 次の記事
feedback
Top