| Project/Area Number |
24656276
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| Research Category |
Grant-in-Aid for Challenging Exploratory Research
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| Allocation Type | Multi-year Fund |
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| Research Field |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Tokyo Institute of Technology |
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Principal Investigator |
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| Co-Investigator(Kenkyū-buntansha) |
MATSUZAKI Hiroshi 東北大学, 大学院・工学研究科, 助教 (10506504)
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| Project Period (FY) |
2012
|
| Project Status |
Completed (Fiscal Year 2012)
|
| Budget Amount *help |
¥2,860,000 (Direct Cost: ¥2,200,000、Indirect Cost: ¥660,000)
Fiscal Year 2012: ¥2,860,000 (Direct Cost: ¥2,200,000、Indirect Cost: ¥660,000)
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| Keywords | 耐震構造 / 橋梁 / 橋脚 / 耐震 / 変形性能 / 横拘束 / 曲げ耐力 / せん断耐力 / ハイブリッド載荷実験 |
|---|
| Research Abstract |
The investigation aims of developing an In-Core Shield Column (ICS) for enhancing the ductility capacity of large reinforced concrete bridge piers under extreme earthquake ground motions. The effectiveness of ICS was verified based on a series of hybrid loading and dynamic response analysis.
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