Seismic response of asymmetric reinforced concrete structure with lead rubber bearing
Author(s):
SANDEEP KUMAR SAHU, ANUBHAV RAI, VEDANT SHRIVASTAVA
Keywords:
Seismic Zones, Base Isolation, Lead Rubber Bearing, Dynamic Analysis, Etabs Software.
Abstract
In this research paper consists “seismic analysis of asymmetric reinforced concrete structure with lead rubber bearing”.The configuration of buildings are G+4 and G+9 with storey height is 3m taken.In this work ,the proposed building frame structure with various input parameter such as 5 and 10 multi-storey frame,size of columns are 350X350mm and 400X400mm respectively,size of beams are 300X350mm in both the cases,.thickness of slab is 150mm. Live load is 4 KN/m2,Grade of reinforcement used Fe415, Both the cases are considered to be located in seismic zone III IS 1893 (Part-I):2002. Seismic zone factor, Z=0.3(UBC 97, Vol-2, Table 16-I & Zone Map), Seismic coefficient, C_V = C_VD=0.54(UBC 97, Vol-2, Table 16-R), Response Reduction Factor, R forSMRF=8.5(UBC 97, Vol-2, Table 16-N), Damping coefficient, B_d or B_m=1 Interpolate (UBC 97, Vol-2, Table A-16-C) ,etc are taken.average drift for 5 storey structure reduces to almost 53% while in case of 10 storey structure it reduces to 26% only w.r.t. fixed base structure. average percentage reduction in storey shear of LRB building w.r.t. fixed base building is 48.765% and 70.37% in 5 and 10 storey building respectively.
Article Details
Unique Paper ID: 150415

Publication Volume & Issue: Volume 7, Issue 6

Page(s): 30 - 36
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