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RISStitch Spacing and Local Buckling in Seismic‐Resistant Double‐Angle Braces
Publisher: American Society of Civil Engineers
Abstract: The behavior of back‐to‐back double‐angle bracing members subjected to out‐of‐plane buckling under severe cyclic load reversals is investigated. Eight full‐size bracing members made of double angles of A36 steel with welded ...
Stitch Spacing and End Fixity in Seismic‐Resistant Boxed Angle Braces
Publisher: American Society of Civil Engineers
Abstract: The behavior of boxed double‐angle bracing members subjected to out‐of‐plane buckling under severe cyclic load reversals is investigated. Six full‐size hinged‐end and three fixed‐end bracing members made of double angles ...