| Project/Area Number |
01550209
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
機械力学・制御工学
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| Research Institution | Tokyo Metropolitan University |
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Principal Investigator |
SUZUKI Kohei Tokyo Metropolitan University, Mechanical Engineering Department, Professor, 工学部, 教授 (40087185)
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| Co-Investigator(Kenkyū-buntansha) |
YOSHIMURA Takuya Tokyo Metropolitan University, Mechanical Engineering Department, Research Assoc, 工学部, 助手 (50220736)
MITSUMORI Tomohiko Tokyo Metropolitan University, Mechanical Engineering Department, Research Assoc, 工学部, 助手 (60087187)
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| Project Period (FY) |
1989 – 1990
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| Project Status |
Completed (Fiscal Year 1990)
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| Budget Amount *help |
¥2,000,000 (Direct Cost: ¥2,000,000)
Fiscal Year 1990: ¥200,000 (Direct Cost: ¥200,000)
Fiscal Year 1989: ¥1,800,000 (Direct Cost: ¥1,800,000)
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| Keywords | Vibration / Modal Analysis / Flexible Situation / Damping / Identification / Time Series Model / ARMA Model / Piping System / 2変数ARモデル / ロボット |
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| Research Abstract |
In this report, a new technique for damping estimation for flexible structures such as robot arms, space structure elements and long spanned pipings is proposed.
The method basically utilizes a stochastic time series model like Autoregressive (AR) model and Autoregressive and Moving-average model. In contrast with the former major methods mainly discussed in the frequency domain, the technique proposed here is a "stochastic time domain technique". It has a significant advantage for the estimation of fundamental modal damping of flexible structures in various industrial facilities and structures under random excitations such as earthquake excitations and micro tremors.
Using simple systems like SDOF system and Two-Degree-of-Freedom system subjected to random excitations, the applicability of this technique is examined. It has been also made clear that the technique is particularly effective for the case when the total number of data to be analyzed has to be limited.
Finally, the study demonstrates the applicability of this method for the flexible piping system having quite light damping values.
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