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3. Behavior of extended end-plate moment connections subject to cyclic loading;Sumner;J Struct Eng-ASCE,2002
4. AISC design guide 4. Extended end-plate moment connections—seismic and wind applications;Murray,2004
5. AISC (American Institute of Steel Construction). Prequalified connections for special and intermediate steel moment frames for seismic applications. ANSI/AISC 358-16, Chicago, IL; 2016.