Establishment of Seismic Design Method of a Column with SpandrelWall Used for a Traditional Timber Structures
| Project/Area Number |
22760429
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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 | Akashi National College of Technology |
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Principal Investigator |
SHOJO Naoya 明石工業高等専門学校, 建築学科, 准教授 (50413810)
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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 |
¥4,030,000 (Direct Cost: ¥3,100,000、Indirect Cost: ¥930,000)
Fiscal Year 2012: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2011: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2010: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
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| Keywords | 建築構造 / 構造設計 / 木質構造 / 伝統的木造住宅 / 垂壁付き独立柱 |
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| Research Abstract |
We carry out the experiment on a column with spandrel wall used for the traditional timber structures. The experiments of the spandrel wall and the column-sashigamoi joint which are earthquake resisting elements are also carried out. The structural model which can calculate the hysteretic characteristics of load-shear deformation angle relationship is built.
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Report
(4 results)
Research Products
(4 results)
