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 抄録（和）：
- キーワード（和）： - 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 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. キーワード（英）： - 記事区分： - 区分 　　　委員会論文集