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This dissertation presents an experimental and theoretical study of the inelastic behavior and strength of steel beam-columns with applied torsion. A series of hollow square section steel members were tested using an apparatus designed to apply torsion with axial load and biaxial bending. The theoretical analysis involves formulating a system of materially nonlinear differential equations and solving them using a finite integral formulation. The predicted member responses agreed well with experiments. New y

Author

Batuhan Der

Language

EN