MONO COLUMN MULTI-STOREY STRUCTURAL SYSTEM USING COMPOSITE MATERIAL
Keywords:
Mono column structure, Multi- Storey Structure, Seismic response, Structural response, ETABSAbstract
Due to urbanization and scarceness of land multi-storey structures has been constructed using modern construction technology. Stability of structural system depends upon loading and supporting conditions. Due to the requirement of large service spaces, mono column structural system has been gained popularity. Structural system will be more stable when all the components balance static and dynamic loads. Fulfilling the criteria of stability conditions for a mono column will be a complicated. Mono column multi-storey structural system involves designing of structure using software which includes geometric modelling, providing material properties, sectional properties, fixing supports, imposing loads and boundary conditions using CSI ETABS. Seismic analysis has been performed and maximum values of stresses, shear forces, bending moments, deflection, storey drift and displacements are studied. Mono column multi-storey structural system using composite material has been compared with conventional RCC mono column structural system. It is found that composite material in mono column structure makes structure more serviceable as compare to conventional RCC mono column structure.
