Cyclic Behavior of Joints Between Steel Beams and Reinforced Concrete Columns

by Ryoichi Kanno, Nippon Steel Corp, Chiba, Japan,
Gregory G. Deierlein, (M.ASCE), Nippon Steel Corp, Chiba, Japan,

Document Type: Proceeding Paper

Part of: Structures Congress XII


The design and behavior of composite beam-column joints for seismic design are reviewed based on the results of tests. Issues addressed include the strength, deformation, and toughness of the joints and consideration of design requirements for the relative strength of the connected beams.

Subject Headings: Steel beams | Seismic design | Structural behavior | Joints | Reinforced concrete | Steel structures | Beam columns

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