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  Published Paper Details:

  Paper Title

PERFORMANCE EVALUATION OF HIGH RISE RCC STRUCTURE WITH CONSIDERING SLIDING ISOLATION SYSTEM

  Authors

  Nikita Gaikwad,  Sandeep Gaikwad

  Keywords

Base Isolation, Frictional Interferance, Sliding,Damping,Bearing

  Abstract


The application of the base isolation techniques to protect structures against damage from earthquake attacks has been considered as one of the most effective approaches and has gained increasing acceptance during the last two decades. This is because base isolation limits the effects of the earthquake attack, a flexible base largely decoupling the structure from the ground motion, and the structural response accelerations are usually less than the ground acceleration. Seismic isolation is being used worldwide to protect the structures like buildings, bridges etc. from the destructive effects of earthquakes. In base isolation the base becomes horizontally flexible, which strengthen the structure against earthquakes. There are so many factors and suitability explained for application of base isolation techniques. The conventional technique for a seismic design of structures is to strengthen the structural members in order to protect them against strong earthquakes. The special techniques to minimize inter story drifts and floor accelerations are increasingly being adopted. Base isolation is a design methodology that serves to decouple a structure from the strong ground motions caused by earthquakes. This decoupling of the structure typically occurs at the ground level, between the super-structure and the foundation. Base isolation is to prevent the superstructure of the building from absorbing the earthquake energy. In seismic isolation, the fundamental aim is to reduce substantially the transmission of the earthquake forces and energy into the structure. This is achieved by mounting the structure on an isolation system with considerable horizontal flexibility so that during an earthquake, when the ground vibrates strongly under the structure, only moderate motions are induced within the structure itself.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2008146

  Paper ID - 197801

  Page Number(s) - 1180-1193

  Pubished in - Volume 8 | Issue 8 | August 2020

  DOI (Digital Object Identifier) -   

  Publisher Name - IJCRT | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Cite this article

  Nikita Gaikwad,  Sandeep Gaikwad,   "PERFORMANCE EVALUATION OF HIGH RISE RCC STRUCTURE WITH CONSIDERING SLIDING ISOLATION SYSTEM", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.8, Issue 8, pp.1180-1193, August 2020, Available at :http://www.ijcrt.org/papers/IJCRT2008146.pdf

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ISSN: 2320-2882
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Journal Starting Year (ESTD) : 2013
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ISSN and 7.97 Impact Factor Details


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ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
Journal Starting Year (ESTD) : 2013
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