Comparative Analysis of G+15 Building with and Without Lead-Bearing Rubber Base Isolators Using Etabs
M Ganga Jamuna1, P Anuradha2

1M Ganga jamuna, Department of Civil Engineering, UCEOU (Autonomous), Hyderabad (Telangana), India.

2Dr. P Anuradha, Assistant Professor, Department of Civil Engineering, UCEOU (Autonomous), Hyderabad (Telangana), India.

Manuscript received on 22 December 2023 | Revised Manuscript received on 06 January 2024 | Manuscript Accepted on 15 January 2024 | Manuscript published on 30 January 2024 | PP: 10-15 | Volume-13 Issue-6, January 2024 | Retrieval Number: 100.1/ijsce.C814113030924 | DOI: 10.35940/ijsce.C8141.13060124

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Abstract: The main principle of this project is to protect the buildings by constructing them as earthquake-resistant structures. Base Isolation is a flexible layer between the substructure and superstructure uncoupling the structure from damaging effects from ground motion to resist the vibrations in the structure. It is important to use high technology like base Isolation which protects the structure against extreme earthquakes without sacrificing the performance of the structure. The comparative study is conducted on a G+15 story building with and without Lead Rubber bearing in which IS 875:52015, IS 1893:2016 using the response spectrum method. Considering the maximum vertical reaction obtained from the fixed base is used to design base isolators the obtained stiffness is used in modeling by replacing the fixed base joins to base isolators in the buildings. Story displacement, Story drift, story, and Overturning moment shear are compared for both cases. In this case, we are using rubber base isolators for analyzing the structure using ETABS Software.

Keywords: Base Isolation, Lead Rubber Bearing (LRB), Response Spectrum Method, Base Shear, Story Displacements, Story Drifts, Overturning moment
Scope of the Article: Computer Graphics