Research Article
A New Simple Method for the Strength of High-Strength Steel Thin-Walled Box Columns Subjected to Axial Force and Biaxial End Moments
Figure 8
Load-displacement and load-rotation curves for the member S-50-100 (30, 35): (a) -Δ; (b) -μmax; (c) -; (d) -θmax.
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| (b) |
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| (d) |