RESTORING FORCE CHARACTERISTICS OF NON-SLIP-TYPE EXPOSED COLUMN-BASE WITH MULTI-ROWS OF ANCHOR BOLTS : Self-centering performance in case of no-axial force
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- YAMANISHI Teruaki
- Graduate School of Eng., Hiroshima Institute of Technology
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- TAKAMATSU Takao
- Hiroshima Institute of Technology
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- TAMAI Hiroyuki
- Hiroshima Institute of Technology
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- MATSUO Akira
- Graduate School of Eng., Hiroshima University
Bibliographic Information
- Other Title
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- アンカーボルトを多数配列したノンスリップ型露出柱脚の復元力特性 : 無軸力下の場合のセルフセンタリング性能
- アンカー ボルト オ タスウ ハイレツシタ ノンスリップガタ ロシュツ チュウキャク ノ フクゲンリョク トクセイ ムジクリョクカ ノ バアイ ノ セルフ センタリング セイノウ
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Abstract
Steel buildings generally use anchor-bolt-yield-type exposed column-bases. These column-bases show slip-type restoring force characteristics, and the cyclic behavior of column-bases with multi-rows of anchor-bolts becomes very complicated. The authors have proposed non-slip-type column-bases using a wedge device to minimize slip. This paper describes an experimental study on both non-slip-type and slip-type column-bases subjected to cyclic loadings for comparison with models of restoring force characteristics proposed by the authors. The following observations were made: 1) The non-slip-type column-bases showed no slip behavior. 2) The non-slip-type column-bases with multi-rows of anchor bolts provided self-centering performance. 3) The slip-type column-bases with multi-rows of anchor bolts showed complicated cyclic curves. However, the cyclic behavior of the non-slip-type column-bases was very simple.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 72 (621), 155-162, 2007
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680647920384
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- NII Article ID
- 110006474302
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL BIB ID
- 9262569
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed