Behaviour of encased RC column and steel beam

Abstract

Reinforced Concrete-Steel (RCS) moment frames consisting of concrete columns and steel beams are one in every of many forms of hybrid structural systems that are thought-about as high-performing and cost-effective alternatives to ancient concrete or steel frames. A primary challenge within the style of RCS frames is that the correct description of the affiliation between the steel beam and also the concrete column components. Hence, a lot of of the analysis has centered on the planning and behavior of the composite beam-to-column joints, that are classified into through-beam-type and through-column-type classes. New details for encased RC column and steel beam connections are proposed. Different types of connections are used to connect steel beam to encased RC column. I section are used as steel beam. Columns subjected to gradually increasing lateral load and then analyse stress, deformation. These analysis used to study behavior of encased RC column. It helps to understand best connection. Presence of steel section in RC column can improve the strength of structure.