Cross-Sectional Capacity of T-CDSCWs
摘要
Based on the solid–shell finite element model, this chapter studies the load-carrying capacities of steel corrugated plates and T-CDSCWs, including the load-carrying capacity of steel corrugated plates under compression and the cross-sectional capacity of T-CDSCWs under axial compression and bending moment in the web plane, bending moment in the flange plane, and biaxial bending moment.