Incremental Dynamic Analysis of Low and Medium Rise Reinforced Concrete Buildings

Authors

  • Ambrish G., Chethan K.

Keywords:

Seismic risk, IDA, low and medium rise, PGA, floor acceleration.

Abstract

The probabilistic seismic risk analysis is an estimation of the damage probability and losses occurred due to the earthquake event. The evaluation of the buildings in the probabilistic terms is essential in the high seismic regions to check the performance due to the uncertainties of occurrence, type and intensity. In more recent times to ascertain more methodologically the performance of Structures, Incremental dynamic Analysis has emerged as a better choice. In the present paper a low and medium rise building is considered and analyzed by carrying out nonlinear time history analysis by scaling the PGA from 0.2g to 1.4g at an interval of 0.2g for the selected set of earthquake records.  The response of low and medium rise buildings with different support conditions for different damage measures are compared for maximum roof floor acceleration, Maximum Inter story drift ratio and maximum Isolator displacement.

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References

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Published

26.03.2024

How to Cite

Ambrish G. (2024). Incremental Dynamic Analysis of Low and Medium Rise Reinforced Concrete Buildings. International Journal of Intelligent Systems and Applications in Engineering, 12(21s), 4200 –. Retrieved from https://ijisae.org/index.php/IJISAE/article/view/6248

Issue

Vol. 12 No. 21s (2024)

Section

Research Article

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