| Budget Amount *help |
¥115,570,000 (Direct Cost: ¥88,900,000、Indirect Cost: ¥26,670,000)
Fiscal Year 2011: ¥8,580,000 (Direct Cost: ¥6,600,000、Indirect Cost: ¥1,980,000)
Fiscal Year 2010: ¥35,360,000 (Direct Cost: ¥27,200,000、Indirect Cost: ¥8,160,000)
Fiscal Year 2009: ¥45,370,000 (Direct Cost: ¥34,900,000、Indirect Cost: ¥10,470,000)
Fiscal Year 2008: ¥21,710,000 (Direct Cost: ¥16,700,000、Indirect Cost: ¥5,010,000)
Fiscal Year 2007: ¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
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| Research Abstract |
For the evaluation of dynamic nonlinear of civil infrastructural systems, this study consists of 2 major challenges by 3 different-scale experimental tests. Simultaneous shake table tests of 16 RC columns were conducted at the world largest 3D shake table, E-Defense, and the statistical data can be obtained. At Obayashi Corporation, shake table tests of a large-scale structural system specimen in which a RC column with foundation and soil were conducted. As the alternative technique of large-scale shake table tests, a multi-scale distributed hybrid simulation was developed.
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