Shear strength model for reinforced concrete columns with low transverse reinforcement ratios
This paper introduces an equation developed based on the strut-and-tie analogy to predict the shear strength of reinforced concrete columns with low transverse reinforcement ratios. The validity and applicability of the proposed equation are evaluated by comparison with available experimental data....
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| Main Authors: | , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2014
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/100199 http://hdl.handle.net/10220/24084 |
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| Institution: | Nanyang Technological University |
| Language: | English |