Review on Pushover Assessment of symmetric multi-storeyed building and Its Modelling using SAP 2000 Software

An earthquake is the result of an unexpected release of liveliness in the Earth’s shell that creates seismic emission. It influences to the surroundings Structures. It damages the structure, which is indirectly kills peoples. Hence, supplementary worry while designing such structures is essential. Injure in reinforced concrete frame structure becomes huge if they are not design to perform elastically through earthquake. Some of the earthquake has defined that our countries structures i.e. reinforced concrete are highly weak during earthquake. For the general RC frame building in our country, it is lacking of strength be Cause of the ordinary miserable exercise of seismic structural plan and assemble in the country and huge shortage of brilliant professionals who can understand detailed seismic reinforcement workout. It is needed to take up the pushover analysis based approaches.Therefore, a typical analysis approach for determining stability against the lateral loads for a RC framed structure has been attempted in this study to evaluate the parameters to evaluate the safety of the structure, which reckons as a fundamental step in decision-making. A finite element model has been developed for the 6-storey building.