| Project/Area Number |
07455224
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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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 | KYUSHU UNIVERSITY |
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Principal Investigator |
MATSUI Chiaki KYUSHU UNIVERSITY,FAC.OF ENG., PROFESSOR, 工学部, 教授 (00037756)
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| Co-Investigator(Kenkyū-buntansha) |
SAKAI Junichi KYUSHU UNIVERSITY,FAC.OF ENG., RESEARCH ASSISTANT, 工学部, 助手 (30215587)
TSUDA Keigo KYUSHU UNIVERSITY,FAC.OF ENG., RESEARCH ASSISTANT, 工学部, 助手 (50112305)
KAWANO Akihiko KYUSHU UNIVERSITY,FAC.OF ENG., ASSOCIATE PROFESSOR, 工学部, 助教授 (60136520)
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| Project Period (FY) |
1995 – 1996
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| Project Status |
Completed (Fiscal Year 1996)
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| Budget Amount *help |
¥5,200,000 (Direct Cost: ¥5,200,000)
Fiscal Year 1996: ¥2,300,000 (Direct Cost: ¥2,300,000)
Fiscal Year 1995: ¥2,900,000 (Direct Cost: ¥2,900,000)
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| Keywords | Composite columns / Maximum strength / Deformation capacity / Energy dissipation capacity / Structural performance / Axial load ratio / 圧縮力 / SRC柱 / コンクリート充填鋼管柱 / 許容変形 |
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| Research Abstract |
Sreel-concrete composite columns have been used as the beam-column members of high-rise building in Japan. The columns of lower stories of high rise building are subjected to both high axial compressive force and repeated bending under the earthquake excitation. It is indicated that the effect of vertical force on the inelastic behavior is very large, and for this Steel Reinforced Concrete Standard of AIJ prescribes a limiting value of axial load for a beam-column which requires the deformation capacity.
The objectives is to study the strength and behavior of steel-concrete composite columns subjected to constant compressive load and repeated bending. As the main test parameter, axial load ratio on a column was selected.
Thirty-six concrete filled steel square and forty concrete filled steel circular tubular columns are tested. The steel portion of a specimen is a cold-formed square and circular section. In addition to the axial load ratio, width-thickness ratio and diameter-thickness ratio are selected as the experimental parameters.
Twenty-two SRC columns are tested. In addition to the axial load ratio, steel area ratio is selected as the experimental parameters.
From the test results, inelastic behavior, maximum strength, energy dissipation capacity and deformation capacity are discussed. We have shown relations between axial load ratio and critical rotation angle of a column.
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