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What is Ductility in Unconfined Column Sections about?

The document discusses the ductility of unconfined column sections, emphasizing the influence of axial load on curvature and the relationship between axial load and moment. It presents P-M and P-φh diagrams to illustrate the behavior of columns under various loads, highlighting the reduction in ductility due to axial loads. Recommendations from ACI 318 are provided for confining columns in earthquake-prone areas when axial loads exceed a certain threshold.

Author

Rommy Derozary

Language

EN