掲載雑誌（和）：
日本地震工学シンポジウム論文集
Vol：
9-2巻
年：
1994年
頁：
1627-1632頁
著者（和）：
千葉 隆史, 芳村 学
タイトル（和）：
柱の２方向曲げ相関を考慮したRC骨組の地震応答
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抄録（和）：
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キーワード（和）：
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掲載雑誌（英）：
PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
著者（英）：
Takafumi CHIBA, Manabu YOSHIMURA
タイトル（英）：
EARTHQUAKE RESPONSE OF R/C FRAMES CONSIDERING COLUMN BL-AXIAL FLEXURAL INTERACTION
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抄録（英）：
Response of 5- and l0-story R/C space frame structures subjected to simulta -neous two horizontal earthquake motions was analyzed. In the analysis, column bi-axial flexural interaction was considered, and column flexural strength was selected as a main parameter. The major findings from the study are : ■ as the column strength increases, column ductility decreases and the structure tends to produce the total yield mechanism, and ■ the column overstrength ratios requited to achieve the total yield mechanism for the 5-story structure are larger than the values prescribed in the Design Guidelines for R/C Buildings, while those for the l0-story structure are smaller.
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キーワード（英）：
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記事区分：
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区分
委員会論文集