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