The multistory RC building are more complicated against seismic & wind analysis and tough for calculations of building by conventional method like Modal Mass, various moments and Base shear & Story Shear. To ensure safety against seismic force the multi-storied building is analyzed to know the seismic behavior on building. In this paper, G+ 5 stories building (3D) consists 4bays @ 4m in X-axis and Z-axis. The Y- axis consists of height of floors and there is 7 floors including terrace & Plinth. The building is analyzed by conventionally as well as ETAB Software Programme for Modal Mass and Base Shear & Story Shear. The Conventional Methods are includes ResponseSpectrum Method&Static Equivalent Method. In Response Spectrum Method the Eigen value and Eigen vectors are required to calculate Modal Mass, the Eigen Values and Eigen Vectors are calculatedby MathCad software.
Volume 11 | 02-Special Issue
Pages: 1053-1064