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RISStress-Based Topology Optimization of Steel-Frame Structures Using Members with Standard Cross Sections: Gradient-Based Approach
Publisher: American Society of Civil Engineers
Cold-Formed Cross-Sectional Folds with Optimal Signature Curve
Publisher: American Society of Civil Engineers
Abstract: A novel figure of merit based on the concept of signature curve for cold formed steel (CFS) cross sections is used to improve the structural member’s overall behavior regardless of length and boundary conditions. The ...