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

Today’s world facing some of the major problems causing by the nature. One of the major natural disasters is the Earthquake. 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. Now a Days people live in Multi-Story Buildings such case when Earthquake knockout the populated areas it will be cause massive loss of Damage. Hence Earthquake analysis get importance to Analysis the structure safe against the collapse and design the structure to safe against earthquake occur during the life time of the structure. In this study model a G+11 Structure with square plan configuration in Staad Pro and Analysis the Earthquake analysis of the Structure in seismic city Jabalpur which is located in seismic region III with Soft, Hard and Medium soil with different seismic and structural parameters are used as per Indian Standard code. The analysis is done by using STAAD Pro V8i software by Linear Static Analysis and compared the analysis of RC multistory building framed structure in the term of Maximum Bending MomentStory wise Displacement