Study on Composite Column Under Monotonic and Cyclic Loading

Abstract Nowadays, composite beams and columns were used as structural members for their higher strength rigidity load-carrying structures. Generally, the concrete-encased column has a compound section formed by steel surrounding concrete will be made composite. Based on studies of encased sections based experimental computational analysis over static dynamic load cases shows advantages conventionally use or reinforced in terms ductility shear resistance. The structure can experience loads well fatigue some situations. So behavior elements under differential loading should obtained to design them effectively. A similar shape plays key role resisting lateral buckling axial compression. This paper compares behaviour varying size both infilled conditions earlier research works.