SHEAR STRENGTH OF POST-INSTALLED DIAGONAL ANCHOR AND APPLICATION TO SEISMIC RETROFIT FOR CONCRETE STRUCTURES
| Project/Area Number |
23760536
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| Research Category |
Grant-in-Aid for Young Scientists (B)
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| Allocation Type | Multi-year Fund |
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| Research Field |
Building structures/materials
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| Research Institution | Hiroshima Institute of Technology |
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Principal Investigator |
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| Project Period (FY) |
2011 – 2013
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| Project Status |
Completed (Fiscal Year 2013)
|
| Budget Amount *help |
¥4,420,000 (Direct Cost: ¥3,400,000、Indirect Cost: ¥1,020,000)
Fiscal Year 2013: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2012: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2011: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
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| Keywords | 耐震補強 / 建築構造・材料 / コンクリー構造 / あと施工アンカー / コンクリート構造 |
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| Research Abstract |
Post-installed anchor is widely spread for the seismic retrofit in existing RC and SRC buildings. Usually, anchor bars are vertically installed in a concrete surface. However, we think that post-installed anchor using diagonal anchor bars improves shear strength. In this research, we confirmed the shear strength of post-installed anchor using diagonal anchor bars through the structural test, and we proposed the evaluation method of shear strength for various failure modes. In addition, we carried out the structural test to structural performance of RC columns with extended wing wall strengthened by post-installed diagonal anchor. It was found from the tests result that the maximum strength of RC columns with extended wing wall strengthened by post-installed diagonal anchor was large.
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Report
(4 results)
Research Products
(20 results)
