書誌事項
- タイトル別名
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- NONLINEAR FRAME ANALYSIS OF DAMAGED R/C STRUCTURE CONSIDERING DETERIORATION OF COLUMN STRENGTH : Study on Hachinohe-Higashi high school damaged by Sanriku Haruka-oki Earthquake
- カジュウ テイカイキ ニ オケル ハシラ ノ キョドウ オ コウリョ シタ ヒサイ RCゾウ タテモノ ノ ヒセンケイ ホネグミ カイセキ サンリク ハルカ オキ ジシン ニ オケル ハチノヘ ヒガシコウコウ ノ ケントウ
この論文をさがす
説明
A three-story R/C school building suffered severe damages during the 1994 Sanriku Haruka-Oki Earthquake. Most first-story columns failed in shear while second- and third-story members remained nearly intact. Nonlinear frame analysis was conducted to reproduce the observed damages to this building, where the load-deflection relations of columns including post-peak region were determined based on test results. The analysis was found to reproduce the observed damages. The beams above the second floor level were computed to have once yielded but have been unloaded after shear failure of the first-story columns. The unloading of the beams that resulted from the decrease of each story shear following the deterioration of the first-story column strength was the reason of their observed slight damage.
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 (597), 109-117, 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
- 1390001205638079616
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- NII論文ID
- 110004839838
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 7719555
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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
