Seismic Behavior of RC Multistorey Building Frame Structure with Different Plan Configuration

– The world today is facing some major problems caused by nature. One of the major natural disasters is earthquakes. We never know the Direction of the attack and magnitude of the Earthquake, so it will be the challenge the science and Technology. Past few years’ research done on the various issues of Earthquake. Currently, people live in multiple buildings. In this case, when an earthquake knocks out the densely populated area, this causes a major damage. Therefore, the analysis of the earthquake is important for analysis of a safe structure for the collapse and structure design, which occurs during the duration of the structure, as it is safe for the earthquake. In this study, a G+11 structure with square plan configuration has been modelled in Staad Pro and the seismic analysis of the structure has been analyzed in a seismic city, Jabalpur, located in seismic zone III, with soft, hard and medium soils resulting in different seismic and structural parameters. The analysis has been carried out using STAAD Pro V8i software using linear static analysis and is compared with the analysis of a multi-storey reinforced concrete frame structure in terms of maximum bending moment and floor displacements.