Development of Efficient Design Procedure for Steel Framed House System
Project/Area Number |
24760450
|
Research Category |
Grant-in-Aid for Young Scientists (B)
|
Allocation Type | Multi-year Fund |
Research Field |
Building structures/materials
|
Research Institution | Nagoya Institute of Technology |
Principal Investigator |
SATO ATSUSHI 名古屋工業大学, 工学(系)研究科(研究院), 准教授 (00362319)
|
Project Period (FY) |
2012-04-01 – 2015-03-31
|
Project Status |
Completed (Fiscal Year 2014)
|
Budget Amount *help |
¥4,680,000 (Direct Cost: ¥3,600,000、Indirect Cost: ¥1,080,000)
Fiscal Year 2014: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2013: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
Fiscal Year 2012: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
|
Keywords | 薄板軽量形鋼 / スチールハウス / 耐力壁 / 垂壁 / フレーム効果 / 軸力低減 / 地震応答解析 / 靭性低減係数 / 水平剛性 / アンカーボルト / フレームモデル / 薄板軽量形鋼造建物 / スチールハウス耐力壁 / 耐力 / 剛性 / 変形能力 / 袖壁 / 脚部剛性 / アンカーボルト軸方向力 |
Outline of Final Research Achievements |
To develop an efficient design procedure for steel framed house system, full scale testing and numerical calculation were conducted in this study. From the full scale testing, it was found that hanging wall did not have significant effect on deformation control but had an effect of force reduction at the base connection. From the numerical simulation of earthquake, it was found that shear wall with hanging wall system had enough ductility and it can be used in real practice. However, it was also found that shear wall hanging wall system is very sensitive to the stiffness of connecting component.
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Report
(4 results)
Research Products
(19 results)