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International Journal of Civil Engineering and Technology (IJCIET)
Volume 8, Issue 3, March 2017, pp. 878–887 Article ID: IJCIET_08_03_088
Available online at http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=3
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication Scopus Indexed
EFFECT OF BASE ISOLATION IN
MULTISTORIED REINFORCED CONCRETE
BUILDING
M. Rajesh Reddy
PG Student, Department of Civil Engineering, KL University,
Andhra Pradesh, India
Dr. N. Srujana
Associate Professor, Department of Civil Engineering, KL University,
Andhra Pradesh, India
N. Lingeshwaran
Assistant Professor, Department of Civil Engineering, KL University,
Andhra Pradesh, India
ABSTRACT
The concept of isolator in building at base level reduces the possibility of
resonance of the structures and increases the time period of the structure giving rise
to better seismic performance of the building. The study is performed for comparison
the effectiveness of fixed base and base isolated multistoried RC frame building. For
the study, two buildings are considered the first structure G+5 storey building and
second structure G+17 storey building which is designed and analyzed. The lead
rubber bearing (LRB) and friction pendulum system is designed as per UBC97 and
ASCE07 code and the same was used for the analysis of base isolation system. The
results obtained from the analysis were time period and base shear. Time period for
the base isolated structure higher than that of fixed based structure. Base shear is
significantly reduced in each direction (X and Y direction) as compared to fixed base
building by using the isolators.
Key words: Base isolation, Lead rubber bearing, Friction pendulum system, Response
spectrum analysis (RSA), Time history analysis (THA), ETABS2015.
Cite this Article: M. Rajesh Reddy, Dr. N. Srujana and N. Lingeshwaran, Effect of
Base Isolation in Multistoried Reinforced Concrete Building. International Journal of
Civil Engineering and Technology, 8(3), 2017, pp. 878–887.
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