A Parametric Study on the Flexural Behavior of Reinforced Concrete Columns
碩士 === 國立中央大學 === 土木工程研究所 === 100 === The purpose of this study is to discuss important factors affecting the flexural deformation of reinforced concrete columns by using traditionally parametric analysis. These parameters are different confining models, different layouts of confining hoops, axial f...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2012
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| Online Access: | http://ndltd.ncl.edu.tw/handle/87431165501713127035 |