Seismic Performance of RC Structure with and Without Base Isolation System-A Review
Shamsuddin khan
PG student, Department of Civil Engineering, Sharda University , IN
Rayees Ali khan
PG student, Department of Civil Engineering, Sharda University , IN
Chhavi Gupta
PG student, Department of Civil Engineering, Sharda University , IN
Keywords: Earthquake, Base isolation, Natural Disaster, Mitigate Damage, seismic parameters
Abstract
This research paper explores the seismic performance of reinforcement concrete structure with and
without base isolation system. Earthquake is one of the utmost unpredictable natural inversions among all the
natural disasters. The people who are living in prone areas they suffered acute disaster, significant loss of human life
and their poverty during seismic ground motion. Many researchers have been experimented a several research to get
the better solutions to diminish earthquake damage. Base isolation strategy is one of the biggest inventions to
withstand or mitigate the structural damage under a strong ground motion. The seismic parameters are discussed
such as base shear, lateral displacement, storey drift, time period, and frequency and results have been carried out by
using various engineering softwares. The seismic analysis has been performed by Dynamic Analysis, and Pushover
Analysis. It is observed that, base isolation system increases the stability of the structure and make structure
economical.
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