| 掲載雑誌（和）： | 日本地震工学シンポジウム論文集 |
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| Vol： | 10-3巻 |
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| 年： |
1998年
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| 頁： |
3143-3148頁
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| 著者（和）： |
高田 至郎，小川 安雄，吉崎 浩司，北野 哲司，桑嶋 健
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| タイトル（和）： |
液状化側方流動を受ける埋設管の大変形挙動に関する影響要因分析
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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）： |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| 著者（英）： |
Keizo OHTOMO
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| タイトル（英）： |
BURIED POWER CABLE PIPE PERFORMANCE DURING THE 1995 HYGOKEN NANBU EARTHQUAKE
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| 抄録（英）： |
Damage to buried transmission and distribution power cable pipes during the 1995 Hyogoken Nanbu earthquake is discussed. Relatively higher damage ratio is evolved in the areas of soil liquefaction accompanied by ground deformation and highly ground shaking. Some types of pipe having flexibility in joint and/or pipe body are found to have performed well during the earthquake. Using a numerical analysis, the effect of liquefaction-induced ground deformation on a buried pipes is examined. As a result, the analysis demonstrates that the degree of loosened joint can be generally correlated with the amount of permanent ground displacements.
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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 |
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