Seismic Retrofit of Existing RC Bridge Columns─Sheer Strength and Lap-Splice Retrofit
碩士 === 國立臺灣科技大學 === 營建工程系 === 88 === The seismic resistantance of the existing bridge columns may be questionable due to the un-desired design details. Among others,the weakness of the column details of particular interest in this study includes short column problems and the lap-splices of main rein...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2000
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| Online Access: | http://ndltd.ncl.edu.tw/handle/94991414115500851153 |