| Budget Amount *help |
¥4,940,000 (Direct Cost: ¥3,800,000、Indirect Cost: ¥1,140,000)
Fiscal Year 2014: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2013: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2012: ¥2,080,000 (Direct Cost: ¥1,600,000、Indirect Cost: ¥480,000)
Fiscal Year 2011: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
|
|---|
| Outline of Final Research Achievements |
In this study, I proposed the new design formulas and verified control effect of the proposed method under impulse loading. (1) I focused on the vibration property between TMD damping ratio and modal damping ratio and proposed a new design formulas with higher control effect compared with the previous study. (2) Based on the theoretical solution for free vibration response, I proposed the formula for initial conditions to release initial displacement which can derive TMD initial displacement independently of various initial conditions. (3) By using an arch model with 40 meter span, I validated the proposed design formulas by the analytical method. (4) In order to verify control effect of the proposed method experimentally, using a small arch model with 1.5 meter span and 2.3mm thick steel plate, a vibration test using an impulse hammer was executed.
|
