碩士 / 中原大學 / 土木工程研究所 / 92 / The cable-stayed bridges are the highly indeterminated structures with very complicated behaviors, and the <a href="http://www.ntsearch.com/search.php?q=design&v=56">design</a> procedure needs to make a series of experiment and analysis. In this thesis, we discuss the structural behaviors of pylon, deck and cables at first, then we develop the model to analyze the bridge. The analysis and <a href="http://www.ntsearch.com/search.php?q=design&v=56">design</a> procedure of steel orthotropic deck is one of the main topics of this study.
In the thesis, we illustrate a cable-stayed bridges, which will be located in Taipei. We use the <a href="http://www.ntsearch.com/search.php?q=software&v=56">software</a> SAP2000 to compute the natural frequencies of the bridge and to analyze the linear dynamic responses under earthquake effects. In addition, we compute the stresses, strains of orthotropic deck according to the flow chart provided by <a href="http://www.ntsearch.com/search.php?q=design&v=56">design</a> manual and compare the results obtained by finite element program ANSYS 7.0 to see the differences of these two methods.
| Identifer | oai:union.ndltd.org:TW/092CYCU5015029 |
| Date | January 2004 |
| Creators | Chun-Hsien Wen, 溫峻賢 |
| 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 | 125 |
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