2014 Fiscal Year Final Research Report
Design and improvement method of composite beam connected to RHS column
| Project/Area Number |
24560687
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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 | Kobe University |
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Principal Investigator |
NAMBA Hisashi 神戸大学, 工学(系)研究科(研究院), 准教授 (30314503)
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| Project Period (FY) |
2012-04-01 – 2015-03-31
|
| Keywords | 合成梁 / 塑性変形能力 / 最大耐力 / 柱梁接合部 |
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| Outline of Final Research Achievements |
Static loading tests for composite beam are conducted to investigate the effects of width to thickness ratio of RHS column and also to develop the way to improve the rotation capacity. Tests results show significant reduction of rotation capacity with increase of width to thickness ratio of column. To provide horizontal stiffener at the beam web to column connection is effective to improve the rotation capacity of composite beam connected to RHS column.
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| Free Research Field |
構造工学
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