掲載雑誌（和）：
土木学会論文集 I
巻：
-巻
号：
386/I-8号
頁：
349‐358頁
年：
1987年
月：
10月
著者（和）：
吉田巌，山下理雄，樋口康三, 金光宏
タイトル（和）：
耐震壁付きRC橋脚の耐震解析
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抄録（和）：
-
キーワード（和）：
-
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掲載雑誌（英）：
JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING
著者（英）：
-
タイトル（英）：
Seismic analysis of R．C． pier with earthquake resistant wall．
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抄録（英）：
Bannosu Viaduct, one of the Honshu Shikoku Bridges, neighboring to the Bisanseto Bridge, is planned to carry 4 lane roadways and 4 railway lines. This viaduct has such high piers as 40 to 70 meters height and its supporting layer is 30 to 70 meters deep from ground surface. This viaduct is therefore essentially liable to oscillate, and the earthquake resistant design is important in structural design. The pier is adopted the type of I section with earthquake resistant wall to secure the rigidity perpendicular to the bridge axis. In this paper, it is feared the shear rigidity of wall is reduced with crack of concrete by drying shrinkage or earthquake.
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キーワード（英）：
R.C. pier with wall, reduction of shear rigidity, experimental study, FEM
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記事区分：
-
区分
論文集