• Shariq Mir

In this work, a study was conducted on the behavior of composite columns, which are called reinforced concrete columns (SCC). The structure is exposed to a zone 5 seismic load according to IS 1893: 2016 and combinations of dead loads have been considered. The results of the bending moment and the lateral deformation of the frame are compared with the SAP 2000 software. In this study, an analysis of the two-span structure with a composite column with a seismic zone five according to IS 1893: 2016 was carried out and a comparison was made between bending moments, section modulus, deflections, shear force for seismic load and dead load.

composite section, steel girder, seismic load, SAP 2000, 5 story building, 9 columns, Fe-250.

"“SEISMIC ANALYSIS OF MULTI-STOREY BUILDINGS WITH COMPOSITE COLUMNS AND RCC BEAMS”", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 8, page no.885-895, August-2020, Available :http://www.jetir.org/papers/JETIR2008114.pdf

"“SEISMIC ANALYSIS OF MULTI-STOREY BUILDINGS WITH COMPOSITE COLUMNS AND RCC BEAMS”", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 8, page no. pp885-895, August-2020, Available at : http://www.jetir.org/papers/JETIR2008114.pdf