Comparative Study of Base Isolated & Fixed Base RC Frame Structure

Vol-3 | Issue-11 | November 2018 | Published Online: 10 November 2018    PDF ( 660 KB )
Author(s)
Raghav Kumar Tiwary 1; Nitish Kumar 2

1Bahra Institute of Management and Technology, Sonipat Haryana (India)

2Bahra Institute of Management and Technology, Sonipat Haryana (India)

Abstract

Earthquake can cause significant or severe structural damages. To protect the structure from severe damages, different kind of structural design techniques are used such as providing shear wall, bracing in building, use of base isolation device and dampers etc. This study presents a brief history of isolation techniques and preliminary design of high damping rubber bearing and lead rubber bearing isolator with the help of provisions provided in uniform building code (UBC -1997). In this study, modeling and analysis of G+6 story fixed base and base isolated structure is carried out using E-TABS software in order to evaluate floor response, displacement, drift, time period of structure during earthquake. This study intends to demonstrate how an isolation system can be efficient for earthquake resistant design of building.

Keywords
Earthquake, damage, structure, E-TABS
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