Comparative study of Performance of RCC Multi-Storey Building for Koyna and Bhuj Earthquakes

Abstract

The recent history of earthquakes have indicated that if the structures are not properly designed and constructed with required quality may cause great damage to structures. This fact has resulted in to ensure safety against earthquake forces of tall structures hence, there is need to determine seismic responses of such building for designing earthquake resistant structures by carrying seismic analysis of structure. In the present work dynamic analysis of G+12 RC multi-storied framed building considering for Koyna and Bhuj earthquake is carried out by response spectrum analysis and time history analysis and responses of such building are comparatively studied with the help of SAP2000 software. Two time histories (i.e. koyna and Bhuj) have been used to develop different acceptable criteria (base shear, storey displacement, storey drift). From the results it is recommended that time history analysis should be performed as it predicts the structural response more accurately than the response spectrum analysis. Pushover Analysis is also performed for the same building and from results it is found that building is seismically safe.

Authors and Affiliations

Atul N. Kolekar, Y. P. Pawar, Dr. C. P. Pise, D. D. Mohite, S. S. Kadam, C. M. Deshmukh

Keywords

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  • EP ID EP391154
  • DOI 10.9790/9622-0705024552.
  • Views 185
  • Downloads 0

How To Cite

Atul N. Kolekar, Y. P. Pawar, Dr. C. P. Pise, D. D. Mohite, S. S. Kadam, C. M. Deshmukh (2017). Comparative study of Performance of RCC Multi-Storey Building for Koyna and Bhuj Earthquakes. International Journal of engineering Research and Applications, 7(5), 45-52. https://europub.co.uk/articles/-A-391154