| Project/Area Number |
25820268
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| Research Category |
Grant-in-Aid for Young Scientists (B)
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| Allocation Type | Multi-year Fund |
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| Research Field |
Building structures/Materials
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| Research Institution | Kyushu University |
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Principal Investigator |
MATSUO Shintaro 九州大学, 人間・環境学研究科(研究院), 准教授 (40583159)
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| Project Period (FY) |
2013-04-01 – 2015-03-31
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| Project Status |
Completed (Fiscal Year 2014)
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| Budget Amount *help |
¥4,420,000 (Direct Cost: ¥3,400,000、Indirect Cost: ¥1,020,000)
Fiscal Year 2014: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
Fiscal Year 2013: ¥2,600,000 (Direct Cost: ¥2,000,000、Indirect Cost: ¥600,000)
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| Keywords | コンクリート充填鋼管構造 / 外ダイアフラム / 柱梁接合部 / 段違いパネル / コンクリートスラブ / 繰返し載荷実験 / 塑性解析 / コンクリート充填鋼管 / コンクリート充填角形鋼管 / 梁せい差 / 接合部パネル |
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| Outline of Final Research Achievements |
Exterior diaphragm type connection, which does not require complete joint penetration weld, is a rational method of connection between beams and columns in terms of high reliability for its seismic performance. The objective of this study is to rationalize the design method of exterior diaphragm type connection for concrete filled steel tubular structures. For the rationalization, details of connections, in which the beams on either side of the columns have a different depth, and existence of concrete slabs are important factors which should be considered in the practical design. In this study, a systematic cyclic loading test including two factors of the above was conducted, and the estimation methods of structural performances of the connections were investigated.
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