| Project/Area Number |
15K06314
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Building structures/Materials
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| Research Institution | Fukuoka University |
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Principal Investigator |
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| Co-Investigator(Kenkyū-buntansha) |
田中 照久 福岡大学, 工学部, 助教 (90588667)
倉富 洋 福岡大学, 工学部, 助教 (50709623)
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| Co-Investigator(Renkei-kenkyūsha) |
KURATOMI YO 福岡大学, 工学部, 助教 (50709623)
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| Project Period (FY) |
2015-04-01 – 2018-03-31
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| Project Status |
Completed (Fiscal Year 2017)
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| Budget Amount *help |
¥4,940,000 (Direct Cost: ¥3,800,000、Indirect Cost: ¥1,140,000)
Fiscal Year 2017: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2016: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
Fiscal Year 2015: ¥2,600,000 (Direct Cost: ¥2,000,000、Indirect Cost: ¥600,000)
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| Keywords | 耐震性能 / 載荷実験 / 鋼コンクリート合成構造 / 柱梁接合部 / SC柱 / 鉄骨梁 / 外ダイアフラム / バンドプレート / 破壊形式 / 鋼・コンクリート合成構造 |
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| Outline of Final Research Achievements |
Authors have already clarified that steel and concrete composite column of an octagonal section shows superior earthquake proofing performance. A purpose of this study is developing the design method of beam-to-column connection of SC columns and steelbeam which can realize labor saving while making use of the earthquake-resistant performance of this SC columns.
Authors suggested the design method of the detail of beam-to-column connections that could maintain superior earthquake proofing performance by testing the loading of the partial model examination body of the beam-to-column connections and the cross framework in this study, and analyzing these laboratory findings. The detail of this connction is superior in construction characteristics and achieves this study purpose.
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