Development of numerical method for predicting the collapse behavior of traditional wooden frames with mud wall and the verification of limit strength calculation
| Project/Area Number |
22560561
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | Kyoto Institute of Technology |
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Principal Investigator |
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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 |
¥4,290,000 (Direct Cost: ¥3,300,000、Indirect Cost: ¥990,000)
Fiscal Year 2012: ¥520,000 (Direct Cost: ¥400,000、Indirect Cost: ¥120,000)
Fiscal Year 2011: ¥2,860,000 (Direct Cost: ¥2,200,000、Indirect Cost: ¥660,000)
Fiscal Year 2010: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
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| Keywords | 建築構造・材料 / 木造 / 解析法 / 伝統木造構法 / 崩壊挙動 / 数値解析法 / 材端ばねモデル / 土壁 / ロッキング挙動 / 伝統木造 / 崩壊挙動解析法 / 限界耐力計算 |
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| Research Abstract |
For predicting the collapse behavior of traditional wooden frames with mud wall, a numerical analysis method is developed in this project. The numerical method is built by bar model with springs in both-ends. The column rocking resistance can be expressed with this model exactly. Rocking phenomena of wooden blocks are studied by the miniature vibration base device. Also, the traditional mud walls are tested.
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Report
(4 results)
Research Products
(18 results)
