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Dynamic Analysis of a RCC Building Frame considering Friction Damper Using Analysis Tool a Review

Author

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  • Satish Baghel
  • Pradeep Nirmal
  • Anita Chaturvedi

Abstract

In this thesis, the seismic performance of reinforced cement concrete (RCC) structures with friction dampers is thoroughly examined and contrasted with that of RCC structures without dampers. Buildings situated on soil type III (soft soil), which is extremely vulnerable to seismic forces, and in Seismic Zone V, which has a zone factor of 0.36, are the subject of the study. By dispersing seismic energy through controlled frictional resistance, friction dampers—a type of passive energy dissipation device improve structural performance by lowering lateral vibrations. This study's main goal is to evaluate how well friction dampers reduce seismic reactions and compare the outcomes with a traditional RCC model that does not include dampers. Key factors including base shear, story drift, overturning moment, and shear force are used to conduct the analysis.

Suggested Citation

  • Satish Baghel & Pradeep Nirmal & Anita Chaturvedi, 2025. "Dynamic Analysis of a RCC Building Frame considering Friction Damper Using Analysis Tool a Review," Int J Sci Res Civil Engg, International Journal of Scientific Research in Civil Engineering, vol. 9(2), pages 44-50, April.
    • Handle: RePEc:jcq:ijsrce:v9:y2025:i2:id:571
    DOI: 10.32628/IJSRCE25927
    Note: Article URL: https://ijsrce.com/home/article/view/IJSRCE25927
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