碩士 / 中原大學 / 土木工程研究所 / 93 / The anchorage zones are the key to structure in cable-stayed bridge, which bear giant cable force and have complicated structural behaviors. It is very important to know the stress distribution of box-shaped steel deck under cable forces. In this paper, the numerical analysis of cable-stayed bridge which will be located in Taipei metropolitan area has been carried out and the stress state has been studied by ANSYS, the analysis software of FEM. Different shell elements are used to build the structural model and to compute the stress distribution of the anchorage zones under the design cable forces. The fatigue analysis of the box-shaped steel deck in stress concentration zones to check the safety in return loading.
| Identifer | oai:union.ndltd.org:TW/093CYCU5015032 |
| Date | January 2005 |
| Creators | Hsiang-Ewi Liang, 梁翔威 |
| Contributors | Kim-Kuo Jeng, 鄭金國 |
| Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
| Language | zh-TW |
| Detected Language | English |
| Type | 學位論文 ; thesis |
| Format | 73 |
Page generated in 0.0139 seconds