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Crack Resistance Properties of HPFRC Beam-Column Joints under Cyclic Load
To investigate the crack resistance properties of high-performance fiber-reinforced concrete (HPFRC) beam-column joints, quasi-static tests of twenty-four beam-column joint specimens were performed. Test specimen variables included joint types, size effect, axial compression ratio, stirrup ratio in...
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| Main Authors: | , , |
|---|---|
| 格式: | Artigo |
| 語言: | Inglês |
| 出版: |
Hindawi Limited
2019-01-01
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| 叢編: | Advances in Materials Science and Engineering |
| 在線閱讀: | http://dx.doi.org/10.1155/2019/8361095 |
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