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RISInelastic Force-Deformation Response of Joint Shear Panels in Beam-Column Moment Connections to Concrete-Filled Tubes
Publisher: American Society of Civil Engineers
Abstract: In the design of beam-to-column subassemblies in concrete-filled steel tubular column systems, a design formula established by the Architectural Institute of Japan (AIJ) is applied. However, in the current AIJ standard, ...
Behavior of Eccentrically Loaded Concrete-Filled Steel Tubular Columns
Publisher: American Society of Civil Engineers
Abstract: Beam columns of concrete-filled steel tubular (CFT) columns are designed using a design formula established by the Architectural Institute of Japan (AIJ). However, the scope of the formula in the current AIJ standard is ...