2003年
非定常不規則外乱下における能動型ブレースのエネルギー吸収応答
日本建築学会構造系論文集
- 巻
- 第68巻
- 号
- 第567号
- 開始ページ
- 55
- 終了ページ
- 62
- 記述言語
- 日本語
- 掲載種別
- DOI
- 10.3130/aijs.68.55_3
- 出版者・発行元
- 日本建築学会
This paper discusses a vibration control algorithm for a single degree of freedom model under non-stationary random disturbances. Selecting an appropriate set of passive mechanical parameters under a given feedback gain minimizes the energy requirement for the controller. This optimum selection is probabilistically obtained under stationary random process. It is also proved that the same optimum parameter selection minimizes the force requirement for the controller. The stochastically expected optimum parameter set is numerically evaluated in the time domain under non-stationary random excitations. The deterministic analyses ascertained that the control energy converges to zero as the time goes to infinity under any non-stationary random disturbances.
- リンク情報
- ID情報
-
- DOI : 10.3130/aijs.68.55_3
- ISSN : 1340-4202
- CiNii Articles ID : 110004091999
- CiNii Books ID : AN10438559