Quantitative assessment of interface bonding between concrete-filled steel tubular member(CFST) and steel plate patch reinforced RC members using dispersive characteristics of lamb waves
博士 === 朝陽科技大學 === 營建工程系 === 107 === The study provides a technique to quantitatively and quickly assess the debonding range between steel plate and substrates for concrete-filled steel tubular member (CFST member) or reinforced concrete (RC) structure strengthened by steel plate with epoxy as the bo...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2019
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| Online Access: | http://ndltd.ncl.edu.tw/handle/v694g4 |