Journal
EARTHQUAKES AND STRUCTURES
Volume 10, Issue 4, Pages 829-847Publisher
TECHNO-PRESS
DOI: 10.12989/eas.2016.10.4.829
Keywords
isolated footings; natural seismic base isolation; modulus reduction; IS 1893
Categories
Funding
- Heavy Water Board
- Bhabha Atomic Research Center
- National Institute of Technology, Suratkal
- Central Power Research Institute, India
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Generally seismic isolation is achieved by supporting the structure on laminated rubber bearings, friction pendulum bearings, roller bearings etc. Very little work has been performed using soil as a base isolation media. Experiments and analytical work has been performed on a structural model with isolated footing and found encouraging results. Details of this work are presented in this paper.
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