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This document discusses the design and analysis of link-to-column connections in eccentrically braced frames, particularly focusing on the proposed supplemental web doubler connection to enhance reliability and prevent brittle fractures. It outlines the limitations of current seismic guidelines and presents a design procedure based on finite-element analyses, including parameters for reinforced length and weld design. The paper aims to provide a prequalified connection type for adoption in seismic codes, su

Author

Hosam

Language

EN