| Project/Area Number |
20760374
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| Research Category |
Grant-in-Aid for Young Scientists (B)
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| Allocation Type | Single-year Grants |
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| Research Field |
Building structures/materials
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| Research Institution | Osaka University |
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Principal Investigator |
MUKAIDE Seiji Osaka University, 工学研究科, 助教 (20423204)
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| Co-Investigator(Renkei-kenkyūsha) |
TADA Motohide 大阪大学, 工学研究科, 教授 (90216979)
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| Research Collaborator |
IMOTO Daiki 大阪大学, 工学研究科, 大学院生
NAGAYAMA Nobuhiro 大阪大学, 工学研究科, 大学院生
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| Project Period (FY) |
2008 – 2010
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| Project Status |
Completed (Fiscal Year 2010)
|
| Budget Amount *help |
¥3,510,000 (Direct Cost: ¥2,700,000、Indirect Cost: ¥810,000)
Fiscal Year 2010: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2009: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
Fiscal Year 2008: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
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| Keywords | 制振構造 / 鉄骨構造 / 制振ダンパー / 露出柱脚 / 鋼構造 / 履歴型ダンパー / 載荷実験 / 地震応答解析 / 鉄骨造建築 / 制振 |
|---|
| Research Abstract |
In order to adapt to exposed bases in steel moment frames, we have devised a hysteretic damper of tubular shaped steel for use in a bolt joint. Loading tests are conducted in order to investigate the structural performance of the damper. In addition, seismic response analyses of steel moment frames with the damper system are conducted. The results reveal that the damper system effectively degreases damage of the frames under earthquake.
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