Structural ductility of RBS on castellated beam subjected to cyclic loading

Abstract

Abstract RBS placement on a castellated beam on exterior connection structure with RBS position from column face refers to Prequalified Connection for Special and Intermediate Moment Frames for Seismic Application AISC 358-10, Article 5.8. The column beam test aims to evaluate structural ductility of the RBS on the castellated beam flange from the column face. The study was expected to explain the effect on column beam joints to provide input for planning earthquake-resistant building structures. The results show that the castellated test beam with RBS could withstand a load of 12.05 kN with a value of 4.2 structural ductilities.

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