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- 西村 功
- 武蔵工業大学工学部建築学科
書誌事項
- タイトル別名
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- THE EFFECT OF GEOMETRICAL NONLINEARITY ON THE BUCKLING LOAD OF SHEAR-BENDING COLUMNS
- キカガクテキ ヒセンケイ オ コウリョ シタ マゲ センダン ブザイ ノ ザクツゴ キョドウ メンシンコウゾウヨウ セキソウ ゴムシショウ ノ ザクツアンテイセイ モンダイ エ ノ テキヨウ
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説明
This paper evaluates the effect of geometrical nonlinearity on the buckling load of shear-bending columns. The motivation of this study comes from the recognition that the linear buckling model proposed by Haringx in 1948 seems well fit to the experimental observation in the author's laboratory where high-rise rubber bearings were tested. It, however, contradicts to the numerous test results in the past research both in domestic and overseas as well. As a result of the study in this paper, the geometrical nonlinearity is shown to have a malevolent effect on the post-buckling behavior latent in the low-rise laminated rubber bearings, which are commonly used in a practical design of base-isolated buildings.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 70 (593), 65-72, 2005
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390282680615718912
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- NII論文ID
- 110004839744
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL書誌ID
- 7416650
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDLサーチ
- Crossref
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- 抄録ライセンスフラグ
- 使用不可