FLEXURAL BEHAVIOR OF CONCRETE FILLED CIRCULAR STEEL TUBULAR COLUMNS SUBJECTED TO MONOTONIC BENDING MOMENT UNDER CONSTANT AXIAL LOAD : Part 1 Influence of confinement effect and residual stresses | Zendy

AI Assistant Blog Pricing

FLEXURAL BEHAVIOR OF CONCRETE FILLED CIRCULAR STEEL TUBULAR COLUMNS SUBJECTED TO MONOTONIC BENDING MOMENT UNDER CONSTANT AXIAL LOAD : Part 1 Influence of confinement effect and residual stresses

Details

The content you want is available to Zendy users.Already have an account? Click here. to sign in.