書誌事項
- タイトル別名
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- EXPERIMENTAL STUDY ON HYSTERETIC BEHAVIOR OF SHEAR YIELD TYPE BEAM WEB UNDER MULTI-AXIAL CYCLIC STRESS
- クリカエシ フクゴウ オウリョク オ ウケル センダン コウフクガタ コウリョウ ウェブ ノ リレキ キョドウ ニ カンスル ジッケン
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The purpose of this study confirms that the hysteretic behavior of structural member subjected to multi-axial cyclic loads can be predicted based on the uni-axial stress hysteretic model. In addition, it is provided on how to evaluate the hysteretic behavior of short span beam subjected to combined bending and shear force. For this purpose, the shear yield type beams are carried out under the simultaneous shear and bending moment loading. The numerical analysis of steel structural member under multi-axial loads was carried out and the material properties were determined from the simple hysteresis model under uni-axial stress. Comparing between the numerical analysis and test showed that numerical analysis using hysteresis model under uni-axial stress was applicable to predict global and local hysteretic behavior on the steel member. On the basis of numerical analysis results, the damage correlation between member and material could be evaluated.
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 72 (614), 131-138, 2007
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
- 1390001205668854656
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- NII論文ID
- 110006242513
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 8775847
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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
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可