碩士 / 國立中興大學 / 土木工程學系 / 92 / In this study , a finite element model will be developed to investigate wave-induced seabed response with inertia force effect . Based on Biot’s consolidation theory and force balances in poro-elastic theory , together with Galerkin’s method , the basic finite element model will be established . In the new model , the non-homogeneous soil characteristics , and cross anisotropical soil behaviors will be included when consider inertia force effect . Based on the model , the wave-induced seabed including soil displacement , effective stresses and pore pressure will be calculated . The effects of inertia force for non-homogeneous soil characteristics and anisotropic soil behavior on the wave-seabed interaction problem will also be examined
| Identifer | oai:union.ndltd.org:TW/092NCHU0015033 |
| Date | January 2004 |
| Creators | 黃繼賢 |
| Contributors | 林義雄 |
| Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
| Language | zh-TW |
| Detected Language | English |
| Type | 學位論文 ; thesis |
| Format | 0 |
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