碩士 / 國立中興大學 / 土木工程學系所 / 95 / The objective of this study is developed a two-dimensional finite element model for wave-seabed-pipeline interaction with inertia force effect. The formulation is based on Biot’s consolidation theory and equilibrium equations. The finite element model is established by using Galerkin’s method. In the method, the indirect static force caused by the pipes and the soil are considered in order to analyzing effects of the different distribution of static forces between pipes and the soil.
This study discusses the different distribution of the stresses caused by the effect of the soil and the pipes when they make contact with each other. Moreover, when the soil and pipes make contact at different depths and different frequencies, what are the changes will they produce. By using the experiments mentioned in this thesis we hope that it could be for reference of the construction when pipes are buried in the sea.
| Identifer | oai:union.ndltd.org:TW/095NCHU5015004 |
| Date | January 2007 |
| Creators | Guan-Lun Huang, 黃冠綸 |
| 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 | 67 |
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