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Stress Transmission Mechanism in RC Footing Beam Supporting Exposed-type Corn Base with Unbonded Anchor Bolts
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- TANAKA Hidenori
- 日立機材(株)テクニカルセンター
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- YAMADA Nobutaka
- リクルートコスモス(株)
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- YAMADA Isao
- 神戸大学工学部建設学科
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- FUJINAGA Takashi
- 神戸大学工学部建設学科
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- OHTANI Yasuhiro
- Ph.D 神戸大学工学部建設学科
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- ITOH Michio
- 日立金属(株)
Bibliographic Information
- Other Title
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- アンボンド型アンカーボルトを用いた露出型柱脚基礎部の応力伝達機構と配筋法
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Description
Experimental study was carried out to examine the effectiveness of arrangement of reinforcement in a footing beam for an exposed-type steel column base. In the study, location of horizontal anchor and amount of vertical reinforcement are selected as experimental parameters to investigate suitable arrangement of reinforcement. In the tests, a column base is loaded through a column subjected to horizontal and vertical loads at the top. Test results show that the ccolumn base reinforced by horizontal anchors, which are placed at the upper side of anchor plates, and by a few amount of vertical reinforcement does perform as well as that fully reinforced by vertical reinforcement.
Journal
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- Kou kouzou rombunshuu
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Kou kouzou rombunshuu 9 (34), 45-56, 2002
Japanese Society of Steel Construction
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Keywords
Details 詳細情報について
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- CRID
- 1390001205315225088
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- NII Article ID
- 130004301594
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- ISSN
- 18840329
- 18809928
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed