Development of structural wall with large deformation capacity focusing on its brace buckling strength in timber engineering
| Project/Area Number |
26820236
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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 | Kanto Gakuin University |
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Principal Investigator |
Kambe Wataru 関東学院大学, 建築・環境学部, 講師 (90453000)
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| Project Period (FY) |
2014-04-01 – 2017-03-31
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| Project Status |
Completed (Fiscal Year 2016)
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| Budget Amount *help |
¥3,900,000 (Direct Cost: ¥3,000,000、Indirect Cost: ¥900,000)
Fiscal Year 2016: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
Fiscal Year 2015: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
Fiscal Year 2014: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
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| Keywords | 木質構造 / 筋かい / 座屈 / 変形能力 / 耐力壁 / 単板積層材 / LVL / 筋かい耐力壁 |
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| Outline of Final Research Achievements |
In this study we would focus on the lateral deformation ability of strucural wall with brace in timber engineering. At first we could material tests for brace members, we would change the wood species and configuration of layer in laminated veneer lumber. As a result, the laminated veneer lumber which wood specy is Japanese larch and grain direction of all layer is in parallel is suitable for those brace members. In next step, we conducted lateral loading tests with structural wall with brace. I would study its resitant mechanism and confirm the large deformation ability of those walls. And we studied the evaluation method of its load-doformation ability based on the material tests.
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Report
(4 results)
Research Products
(24 results)
