Performance-based comparative study of reinforced concrete moment-resisting frame structures
Aevaluation of earthquake resistance behavior of reinforced concrete moment-resisting structures structures having G+10 and G+20 structural arrangementswas carried out through STAAD Pro V8i software V8i software analytical software under various earthquake-prone zones defined according to IS 1893:2016 provisions. The study examined the influence of structural geometry and bay arrangement on horizontal displacement response, inter-storey drift, floor-wise shear force, and stiffness characteristics.