| Project/Area Number |
18560571
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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 | Toyota National College of Technology |
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Principal Investigator |
YAMADA Koji Toyota National College of Technology, Dept. of Architecture, Associate Professor (60273281)
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| Project Period (FY) |
2006 – 2007
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| Project Status |
Completed (Fiscal Year 2007)
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| Budget Amount *help |
¥3,750,000 (Direct Cost: ¥3,300,000、Indirect Cost: ¥450,000)
Fiscal Year 2007: ¥1,950,000 (Direct Cost: ¥1,500,000、Indirect Cost: ¥450,000)
Fiscal Year 2006: ¥1,800,000 (Direct Cost: ¥1,800,000)
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| Keywords | Traditional construction method / wooden house / Soil wall / Material test / Test of a wall / Distribution / Numerical Analysis / Material nonlinearity / 伝統木造 / 壁土 / 壁耐力試験 / コンクリート構成則 |
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| Research Abstract |
This study deals with the F. E. M. for Japanese soil walls and soil walls with upper than picture rail. This method needs the finite element of cement concrete, the contact element, and a material non-linear element for beam element The analysis results compared with actual test shows that the proposed F. E. M is a proper method for Japanese soil walls, and that the restoring force characteristic of the composite wall composed of both a soil wall and a soil wall with upper than picture rail is able to be calculated by this method.
The material test of soil and actual test of soil wall shows that the restoring force characteristic of a soil wall can be calculated from the average strength of soil material test.
The strength development of soil is tested during 6 months. This test shows that the mass of test piece is inverse proportional to the strength of soil. But it is not enough to predict the strength of soil piece from its mass.
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