Damage mechanism ofbuildings subjectedto strongshaking considering non-linear dynamic soil-structure interaction
| Project/Area Number |
22560554
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | Yamagata University |
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Principal Investigator |
MITSUJI Kazuya 山形大学, 地域教育文化学部, 准教授 (90292250)
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| Project Period (FY) |
2010 – 2012
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| Project Status |
Completed (Fiscal Year 2012)
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| Budget Amount *help |
¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2012: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2011: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
Fiscal Year 2010: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
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| Keywords | 建築構造 / 材料 / 地盤工学 / 防災 / 減災 / 耐震 / 建築構造・材料 / 地震工学 |
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| Research Abstract |
The effects of non-linear dynamic soil-structure interaction of spread foundations were discussed where "Input loss by base-slip" and "Response reduction factor " were proposed through shaking table tests and non-linear seismic response analysis considering base-slip of spread foundation. In case of pile foundations, the effects of non-linear dynamic soil-structure interaction were studied through field investigation of damaged buildings and microtremor measurements and aftershock observation of 2011 Tohoku Earthquake. In case of pile foundations, numerical analysis and introducing the effects into design technique will be discussed in more detail in the future.
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Report
(4 results)
Research Products
(26 results)
