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What is Design Method for Steel Column Fire Resistance about?

This paper introduces a simplified design method for calculating the buckling and failure temperatures of axially restrained steel columns in fire conditions. The method considers various design parameters such as axial restraint stiffness, initial axial load, and column slenderness, and derives equations through regression analysis based on finite element method simulations. The proposed method aims to provide a more practical approach for engineers compared to existing methods that do not account for the

Author

guosxnr

Language

EN