| 種別 | 論文 |
| 主題 | EFFECT OF LIQUEFACTION OF SOIL FOUNDATION ON INELASTICITY OF UNDERGROUND RC DUCTS |
| 副題 | |
| 筆頭著者 | Mohammad Reza OKHOVAT（The University of Tokyo） |
| 連名者1 | 前川宏一（東京大学） |
| 連名者2 | 峰商（清華大学） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 地下構造物、液状化、応答評価、有限要素解析、underground structure、liquefaction、response evaluation、finite element method |
| 巻 | 31 |
| 号 | 2 |
| 先頭ページ | 967 |
| 末尾ページ | 972 |
| 年度 | 2009 |
| 要旨 | In this paper, damage of underground RC ducts having interaction with liquefied soil foundations is discussed by using nonlinear dynamic finite element analysis coupled with soil. The simulation is performed in both drained and undrained conditions to clarify the effect of liquefaction on the response of structure. The results show ground liquefaction greatly deteriorates the soil skeleton stiffness and results in the reduced damage to RC structures even though large displacement occurs. It implies that the required ductility of RC ducts can be moderated if the liquefaction risk is high. |
| PDFファイル名 | 031-01-2162.pdf |