書誌事項
- タイトル別名
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- THREE DIMENSIONAL ANALYSIS OF DEFLECTION BEHAVIOUR ABOUT STEEL FRAMES EXPOSED TO FIRE
- カサイ カネツ オ ウケル テッコツ リッタイ ホネグミ ノ オウリョク ヘンケイ カイセキ
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It is natural to treat a building structure as a three-dimensional body when considering its behaviour in a fire, because fire is a phenomenon involving three-dimensional thermal expansion. This study takes further our proposal of an analytical method involving the unitary division of structure as an approach to the problem of the increase in the number of nodes which occurs in the three-dimensional analysis of a building frame. The study presents a three-dimensional thermal stress analytical method which takes account of the thermal expansion of a floor slab exposed to fire by conceiving the floor slab as a grid of intersecting beams. The theoretical results agree well with those recorded in experiments in which a full scale frame was exposed to vehicle fire.
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 (595), 151-158, 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
- 1390282680615295488
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- NII論文ID
- 110004839802
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 7476154
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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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- 使用不可