Evaluation and Strengthing of R.C. Beam Ductility
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 83 === The ductility of beam sections in some existing earthquake resistant R.C. building may be insufficient due to insufficient compression stell , poor concrete quality , large stirrup spacing and inappropriate...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
1995
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| Online Access: | http://ndltd.ncl.edu.tw/handle/62971404940380419294 |