| Budget Amount *help |
¥4,160,000 (Direct Cost: ¥3,200,000、Indirect Cost: ¥960,000)
Fiscal Year 2012: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2011: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2010: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
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| Research Abstract |
This study described the proposal of the loading model with the weight of 196kN using the results of the monitoring for the actual bridge. Also, highway bridges in consideration of the environmental vibration problem were investigated due to the dynamic simulation. Moreover, this study proposed one of the dynamic performance-based design methods that manage the road roughness using the relation between the IRI_10 and the vibration level of the ground vibration near the bridge.
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