| Project/Area Number |
20760379
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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 | The University of Kitakyushu |
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Principal Investigator |
KIDO Masae The University of Kitakyushu, 国際環境工学部, 講師 (10453226)
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| Project Period (FY) |
2008 – 2009
|
| Project Status |
Completed (Fiscal Year 2009)
|
| Budget Amount *help |
¥4,290,000 (Direct Cost: ¥3,300,000、Indirect Cost: ¥990,000)
Fiscal Year 2009: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
Fiscal Year 2008: ¥2,470,000 (Direct Cost: ¥1,900,000、Indirect Cost: ¥570,000)
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| Keywords | 鋼構造 / 耐震設計 / 柱梁接合部 / 鋼・コンクリート合成構造 / 梁ウェブ / 曲げ耐力 / 塑性変形能力 / コンクリート充填鋼管 |
|---|
| Research Abstract |
The plastic deformation capacity of a beam is an important for seismic design. The plastic deformation capacity of a beam connected to the CFT column is greater than that of the beam connected to the hollow steel column by analysis. Experimental studies of square CFT column-H-shaped beam connection were carried out. It is shows that maximum strength was about the same and the influence of size of columns (plate thickness), infilled concrete an scallop for welding on the maximum strength was not observed.
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