Determination of Cumulative Dynamics of RC Frame Structure

Authors

  • Chandraprakash Shukla Department of Civil Engineering, G. H. Raisoni College of Engineering & Management, Pune, India
  • Girish Joshi Department of Civil Engineering, G. H. Raisoni College of Engineering & Management, Pune, India

Keywords:

Cumulative dynamics, Earthquake engineering

Abstract

Forced structures such as earthquakes must be opposed to the structure as they are powerful in nature. It creates an unsafe situation. Performance analysis is required. This can be achieved by increasing dynamic analysis (IDA) which can be done via SAP (static pushover analysis) but in Digital Dynamic analysis it is more accurate. Powerful engagement analysis includes the strength of the ground movement selected for complete collapse. In the current analysis of the dynamic performance of the certified concrete G + 7 and G + 11 made the properties affected by the check, the inter story drift ratio from IS 1893: 2002 is examined. The core shear strengths of G + 7 and G + 11 are calculated from the shear curve for high migration compared to SPA (static pushover analysis). Manage enforcement where side loads are used with a small increase. The distance at which the structure is equal to the horizontal translation. This paper deals with Digital Dynamic analysis of the G + 7 and G + 11 structures.

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Published

2021-04-30

How to Cite

[1]
C. Shukla and G. Joshi, “Determination of Cumulative Dynamics of RC Frame Structure”, IJRESM, vol. 4, no. 4, pp. 155–158, Apr. 2021.

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Section

Articles