Seismic Response Evaluation of RC Frame Building with Floating Column

The purpose of this study, the seismic response of the building is to design and build a structure that is minimizing the damage to the structure and components of the structure by the earth quake. The aim of the paper toward reconsideration of the study of the structural behavior dynamic configuration simple and complex configuration multiple floors with floating column conducted by different authors in the past. The analysis is to build and there are different numbers of floors of the Revolutionary Command Council, with simple and complex floor plan with floating columns. In buildings current scenario models with a floating column is a typical feature of the modern multi-storey building in urban India. These features are not very desirable in a building built in the paper seismically active areas. This aims to study the impact of the floating column under earthquake excitation for different soil conditions and where there is no text or zoom determining factor in I.S. Symbol, and thus determine these factors for the design of safe, economical to build and there are floating column. The linear dynamic analysis of the 2 D framework of a multi-storey with and without floating column to achieve the above objective no response (effect) factors secure and economical design of the structure under a different excitement earthquake.