A Natural Calamity like an earthquake has taken a million lives throughout in our past. The force induced due to earthquake is dangerous and last for short duration of time. There are various techniques that can be used resist the force of an earthquake such as base isolation, bracing etc. The principle of base isolation is to isolate the structure from the motion of an earthquake and protect the structure and also reduce the force being transmitted to the building due to earthquake. For this study,(G+13) storied R.C. frame building is considered and time history analysis is carried out using E-Tabs 2017 software, and also study investigates structural behavior of multi-story building with or without base isolation subjected earthquake ground motion. The Lead Rubber Bearing (LRB) is designed as per UBC-97 code and the same was used for the analysis of base isolation system. Here we shall studying earthquake resistivity of structure by analyzing the base isolation structure to compare its structural performance with fixed base isolation.
Base Isolation, Lead rubber bearing, Time history analysis
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