Parametric Study on Mixed Torsional Behavior of U-Shaped Thin-Walled RC Girders

<div>Two typical simulated results with the largest DAMAGEC at shear critical segment: (a) fixed-fixed supported SL-CL ratio 2.0 case and (b) simply supported SL-CL ratio 3.5 case.</div>

Advances in Civil Engineering

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Figure 16

Figure 16: Parametric Study on Mixed Torsional Behavior of U-Shaped Thin-Walled RC Girders 