-
- 長谷川 高士
- 京都大学農学部
書誌事項
- タイトル別名
-
- Stability Analysis of Slopes During Earthquake
- サイテキ セッケイ カテイ トシテノ シャメン アンテイ カイセキ 3 ドウテ
- On a slope stability analysis as an optimal design process (3)
- 最適設計過程としての斜面安定解析 (3)
この論文をさがす
抄録
A method for slope stability analysis during earthquakes applicable to the proposed optimal design process is described in this paper.<BR>The sensitivity of the safety factor is also used here to predict changes in safety in a linearly extrapolated way, and this has been fundamental throughout these studies.<BR>This method can be applied not only to a part of the proposed optimal design process, but also to the dynamic analysis of slopes independently.<BR>The stability of a slope is discussed to indicate critical conditions expected to appear as a slip line in this study.<BR>The distribution of the response acceleration used in this pseudo-static analysis is determined as it corresponds to acceleration and local instability generated in the dynamic state of the slope.<BR>The procedure as well as the results of the application of this method are stated and the estimation of the risk of the slope is taken into consideration.
収録刊行物
-
- 農業土木学会論文集
-
農業土木学会論文集 1979 (80), 50-56,a1, 1979
社団法人 農業農村工学会
- Tweet
詳細情報 詳細情報について
-
- CRID
- 1390001204542422016
-
- NII論文ID
- 130004347166
-
- NII書誌ID
- AN00201203
-
- ISSN
- 18847234
- 03872335
-
- NDL書誌ID
- 2050355
-
- データソース種別
-
- JaLC
- NDL
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可