| Budget Amount *help |
¥5,460,000 (Direct Cost: ¥4,200,000、Indirect Cost: ¥1,260,000)
Fiscal Year 2014: ¥1,950,000 (Direct Cost: ¥1,500,000、Indirect Cost: ¥450,000)
Fiscal Year 2013: ¥2,080,000 (Direct Cost: ¥1,600,000、Indirect Cost: ¥480,000)
Fiscal Year 2012: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
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| Outline of Final Research Achievements |
In order to protect people, government offices, schools , hospitals and energy facilities from large earthquake at Nankai Trough, the accurate evaluation of the seismic performance of the various facilities is very important. In this research, a study on the construction of high-precision seismic response analysis method considering the dynamic soil-foundation interaction effect is carried out for above mentioned objective. And new analysis models are improved. Further more, it is mentioned that the importance of the dynamic soil-foundation interaction effect under large earthquake to estimate building responses accurately.
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