書誌事項
- タイトル別名
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- ESTIMATION OF THE DAMPING RATIO FOR PEDESTRIAN VIBRATIONS OF REINFORCED CONCRETE FLOOR SLABS
- テッキン コンクリート ユカスラブ ノ ホコウジ シンドウ ノ ゲンスイ テイスウ スイテイホウ
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Analyses of on-site collected pedestrian vibration data on examples of reinforced concrete floor slab systems are conducted and result in findings as follows mainly concerning the damping ratio for floor vibrations which is an essential measure or index of the degree of pedestrian perception but has been left virtually not quantified. (1) A strong relationship proves to exist between the damping ratio and the long-time deflection multiplier, basically a measure of normal or partly impaired structural serviceability of floor slab systems. (2) An approximate equation is derived for the above relation. (3) The effect of live loads on the above index is accounted for.
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 65 (528), 129-133, 2000
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
- 1390001205637070336
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- NII論文ID
- 110004091009
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 5280459
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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
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- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可