| 掲載雑誌（和）： | - |
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| Vol： | 37巻 |
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| 年： |
2001年
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| 頁： |
83-96頁
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| 著者（和）： |
-
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| タイトル（和）： |
-
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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）： |
CONCRETE LIBRARY INTERNATIONAL
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| 著者（英）： |
Tadayoshi ISHIBASHI, Kaoru KOBAYASHI, Takuya UMIHA
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| タイトル（英）： |
EVALUATION OF PULLOUT OF LONGITUDINAL BARS FROM FOOTINGS OF RC PIERS UNDER CYCLIC LOADING WITH LARGE DYNAMIC RANGE
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| 抄録（英）： |
This paper proposes a method for evaluating the amount of pullout of longitudinal bars from the footings of RC bridge piers and RC columns subject to cyclic loading with a large dynamic range. The evaluation of deformation capacity during earthquakes is based on this pullout of steel bars from the footings. A study is also made on a method of obtaining the pullout of steel bars from the footings of reinforced concrete bridge piers and RC columns where the deformation capacity is a ductility ratio of more than 10, resulting in a method capable of accurate results.
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| キーワード（英）： |
Pullout, Bond-Slip-Strain Relationship, Cyclic Loading Test
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| 記事区分： |
-
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| 区分： |
委員会論文集 |
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