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What is Shear Link Capacity in EBF Systems about?

This research paper presents a novel analytical method for predicting the ultimate shear-link strength in eccentrically braced steel frames (EBF) using beam-action and truss-action analogies. The study addresses discrepancies in existing design codes by utilizing a comprehensive database of 200 specimens, demonstrating improved prediction accuracy and reduced conservatism in design. The findings support the incorporation of this method for more effective and resilient structural systems in seismic applicati

Author

adelsilverman

Language

EN