Design of steel-strapped, high-strength concrete columns subject to unequal end moments
A new equation is proposed for practical flexural design of high-strength concrete columns confined externally with tensioned steel straps. The proposed equation is based on the simplified approach of the equivalent moment factor adopted by existing design codes. It also accounts for non-linear beha...
| Main Authors: | , , , , , , , |
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| Format: | Article |
| Published: |
ICE Publishing
2018
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| Subjects: |