1PG Student, Civil Department, Tulsiramji Gaikwad Patil College of Engineering, Nagpur, Maharashtra, India
2Asst. Professor, Civil Department, Tulsiramji Gaikwad Patil College of Engineering, Nagpur, Maharashtra, India
In this paper, the term ‘Dynamic ’represent the seismic loading. The object of this study is to assess the seismic behavior of RCC Columns. The earthquake response of a symmetrical RCC Framed Structure is studied by manually and with the ETABS software. For the analysis of G+10 RCC flat scheme structure, response spectrum method recommended by IS 1893: 2002 was used and structure was assumed to be situated in earthquake zone V on a medium soil (type II). The parameters evaluated were Base Shear and Displacements.
Dynamic, RCC Columns, Response Spectrum Method, ETABS software, Base Shear
