Nonlinear Static Pushover Analysis of Medium Rise and High-Rise Building

Authors

  • Dr. M Keshava Murthy  Professor, Department of Civil Engineering, University Visvesvaraya College of Engineering, Bengaluru, Karnataka, India
  • Ashwini L K  Research Scholar Department of Civil Engineering, University Visvesvaraya College of Engineering, Bengaluru, Karnataka, India

DOI:

https://doi.org//10.32628/IJSRST1196337

Keywords:

Pushover Analysis, Hinges, Base Shear,, Displacement

Abstract

Pushover analysis is an elegant tool to visualise the performance level of a building under a given earthquake. The purpose of the paper is to summarize the Non Linear static Pushover analysis of medium rise RC bare frame and high rise RC infilled structure with soft stories at different levels using ETABS software. Results concluded that due to the introduction of soft stories in the higher level the intensity of hinge formation becomes lower and lower and at the same time displacement and base shear increases

References

  1. H krawinkler and Seneviratna G.D.P.K. “Pros and Cons of a pushover analysis of seismic performance evaluation, Engineering Structures’’ Vol 20 No4-9 ,pp 452-464, 1998
  2. Sagupta R and S K Mahajan ‘ Analysis of multistoried building for construction sequence loading’ . International Journal of Modern trends in Engineering and research, July 2015 e-ISSN No 2349-9745
  3. Rahiman G Khan and M R Vyawahare ‘ Pushover analysis of tall buildings with soft stories at different levels’ International Journal of Engineering Research. Vol 3, Issue 4, pp 176-185
  4. Mohit Gupta ‘ A case study on Inelastic Seismic analysis of six storey RC building’ . International Journal of Engineering Technology, Management and Applid Sciences . Vol 3, Issue 6 ISSN 2349-4476

International Journal of Scientific Research in Science and Technology

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Published

2019-05-30

Issue

Volume 6, Issue 3, May-June-2019

Section

Research Articles

License

Copyright (c) IJSRST

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
Dr. M Keshava Murthy, Ashwini L K, " Nonlinear Static Pushover Analysis of Medium Rise and High-Rise Building, International Journal of Scientific Research in Science and Technology(IJSRST), Online ISSN : 2395-602X, Print ISSN : 2395-6011, Volume 6, Issue 3, pp.255-261, May-June-2019. Available at doi : https://doi.org/10.32628/IJSRST1196337