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@article{151901,
        author = {HIMANI LIKHARE and Deepti Hazari},
        title = {SEISMIC ANALYSIS OF CONVENTIONAL RCC BUILDING WITH COMPOSITE BUILDING HAVING CFST COLUMN (G+6 STOREY)},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {8},
        number = {1},
        pages = {1209-1212},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=151901},
        abstract = {The present work performed to analyze the structural performance of G+6 storey framed structure subjected to seismic loading of  Zone V using ETABS 2018 software. Three similar models having same plan configuration is prepared. The comparison of conventional reinforced cement concrete structure with two composite structures having concrete filled steel tubular section (CFST) as column , one with RCC beam and another with steel beam is done and the result obtained is compared in terms of structural performance of following parameters-maximum storey displacement, storey drift and  storey shear.},
        keywords = {CFST, ETABS, Response Spectrum, Storey Drift, Storey Shear and Storey Displacement.},
        month = {},
        }