書誌事項
- タイトル別名
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- EFFECT OF ROTATIONAL INERTIA ON UPLIFTING BEHAVIOR OF MULTISTORY BUILDINGS MODELED AS UNIFORM SHEAR-BEAM
- キンイツ センダンボウ デ モギ サレタ タソウ ケンチクブツ ノ ウキアガリ キョドウ ニ タイスル カイテン カンセイ ノ エイキョウ アスペクトヒ ノ チイサイ ケンチクブツ エ ノ ウキアガリ ノ カツヨウ
- Application of uplift system to non-slender buildings
- アスペクト比の小さい建築物への浮き上がりの活用
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As a key point to examine the applicability of force response reduction due to uplift to non-slender buildings, the effect of rotational inertia on the dynamic uplifting behavior is investigated by means of classical modal analysis. The system considered is a two dimensional uniform shear-beam. Following eigenvalue analysis in the uplift phase, the free vibrations under gravity are investigated. The results show that the maximum force responses, e.g. base shears, etc., are significantly reduced, even if the rotational inertia is relatively large. But the force responses in non-slender buildings are a little bit larger than those in slender ones.
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 76 (667), 1601-1610, 2011
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
- 1390282680580256256
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- NII論文ID
- 130004752476
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 11227206
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- データソース種別
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- JaLC
- NDL
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- 抄録ライセンスフラグ
- 使用不可