碩士 / 國立臺灣海洋大學 / 河海工程學系 / 93 / Taiwan locates at the Pacific Ocean Rim where earthquake occurred frequently. The earthquake always is the great natural disaster in Taiwan. Though the science and technology development regarding the earthquake rapidly, the earthquake are still unable to forecast and the control accurately. So we study only regarding the building seismic design. The design goal that requested under strong earthquake can be achieved in the tradition seismic design method, but the damage degree is unable to anticipate. By the Performance-Based seismic design method, not only the damage degree can be controlled, but the secure, the economical, and the using demands also can conform to consumers’ needs. Hence, the Performance-Based seismic design method is the new target of the structure seismic design.
The Performance-Based seismic design method has taken in the seismic design standards of buildings and bridges. However, the category of wharf structure still uses working stress design method. There are lots of improvements needed to be done to upgrade to current design codes.
This research use the seismic appraisal method by PIANC. By Taichung Harbor’s No.1~3 gravity-based wharf, Anping Harbor’s No.31 sheet pile wharf, and Keelung Harbor’s East No.11 trestle bent wharf for examples appraisal seismic ability. The spirit of the Performance-Based seismic design method will be introduces the harbor’s structure to promotion that method application and development.
| Identifer | oai:union.ndltd.org:TW/093NTOU5192064 |
| Date | January 2005 |
| Creators | Wen-Hau Shiu, 許文豪 |
| Contributors | Jing-Jong Jang, 張景鐘 |
| Source Sets | National Digital Library of Theses and Dissertations in Taiwan |
| Language | zh-TW |
| Detected Language | English |
| Type | 學位論文 ; thesis |
| Format | 209 |
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