Evaluating the Bond-Loss of Reinforcing Bar in New Concrete Member Subjected to Earthquake Using the Impact-Echo Method
碩士 === 朝陽科技大學 === 營建工程系碩士班 === 90 === The relation between the steel-amplitude in the simulated transfer function and the bar diameter-to-depth-ratio was introduced first in order to predict the average steel amplitude for steel bars in good-bonded condition for arbitrary steel arrangement in struct...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
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| Online Access: | http://ndltd.ncl.edu.tw/handle/vaxxhf |
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