| Project/Area Number |
23760542
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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 | Tobishima Research Institute of Technology |
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Principal Investigator |
TAKASE YUYA 飛島建設株式会社技術研究所, -, 副主任研究員 (30515911)
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| Project Period (FY) |
2011 – 2013
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| Project Status |
Completed (Fiscal Year 2013)
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| Budget Amount *help |
¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2013: ¥520,000 (Direct Cost: ¥400,000、Indirect Cost: ¥120,000)
Fiscal Year 2012: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2011: ¥3,120,000 (Direct Cost: ¥2,400,000、Indirect Cost: ¥720,000)
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| Keywords | あと施工アンカー / 複合応力 / 目荒らし / 耐震補強 / 外付け補強 / シヤキー / 外付け耐震補強 / ダウエル効果 / 支圧応力 / 間接接合 / 接合部 |
|---|
| Research Abstract |
Recently, seismic retrofitting has become increasingly important for seismically weak structures. This study aims to develop a new joint element which can be used in various structures and to construct of a shear strength formula as well as a mechanical model of the proposed joint element.
In this study, I developed new joint element which is consisted of a steel disk and an anchor bolt. The shear tests were conducted using the proposed joint element. As a result of tests, the proposed joint element has higher shear strength and higher shear stiffness than post-installed anchors which are used in usual seismic retrofitting. In addition, I constructed the shear strength formula and the mechanical model based on the failure mode of the tests.
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