碩士 / 國立臺灣海洋大學 / 河海工程學系 / 92 / There were many strong earthquakes occurred around the world recently, and all caused serious disasters even though the structures had satisfy the originally design object that defines structures shouldn’t collapse during strong earthquakes. It shows the weakness of current design and construction procedures and the needs to develop the Performance-Based guidelines for 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 discusses the Performance-Based seismic design process of wharf structures, including the performance object, design method, and seismic estimation. The seismic capability of the wharf structures No.1~3 in Taichung harbor were studied by using Performance-Based seismic design method. This research will be useful for future seismic design of wharf structures.
| Identifer | oai:union.ndltd.org:TW/092NTOU5192022 |
| Date | January 2004 |
| Creators | Che-Yu Chang, 張哲瑜 |
| Contributors | 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 | 93 |
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