2017 Fiscal Year Final Research Report
Developing of structural desing of beam-to-column connections of steel and concrete composite frames aimed for reduction of the environmental load and the high quake resistance
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 |
Section | 一般 |
Research Field |
Building structures/Materials
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Research Institution | Fukuoka University |
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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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 |
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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Free Research Field |
建築構造
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