| Project/Area Number |
20560452
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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 |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Daido Institute of Technology |
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Principal Investigator |
MIKI Toshihiro Daido Institute of Technology, 都市工学科, 教授 (90137175)
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| Co-Investigator(Kenkyū-buntansha) |
MIZUSAWA Tomisaku 大同大学, 工学部, 教授 (60113081)
YAMADA Osamu 和歌山工業高等専門学校, 環境都市工学科, 准教授 (30550173)
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| Project Period (FY) |
2008 – 2010
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| Project Status |
Completed (Fiscal Year 2010)
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| Budget Amount *help |
¥3,770,000 (Direct Cost: ¥2,900,000、Indirect Cost: ¥870,000)
Fiscal Year 2010: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2009: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2008: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
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| Keywords | 鋼門形ラーメン / 地震応答 / はり腹板 / せん断座屈 / 鋼製ラーメン橋脚 / はりのせん断座屈 / 汎用FEM / オンライン実験 / サブストラクチュア / 仮動的解析法 |
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| Research Abstract |
This paper performs the earthquake response analysis of two-storey steel portal frames. The shear buckling behaviour of web plates in the middle of the 1st storey beam is paid attention to by the substructure pseudodynamic testing method. The numerical results illustrate the non-linear response of frames including the remarkable change in shearing resistance force of web plates due to buckling and diagonal tension-field. The damage mechanism of frames is discussed by focusing on whether or not the shearing collapse of web plates in the 1st storey beam could save the damage of another structural parts.
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