Verification of adequacy of structural elements dimensions and Analytical Investigation of structural behaviour of Masonry Infilled and Ferrocement infilled G+2 storied existing structure and through Pushover analysis

Authors

  • Ashwini L K  Assistant Professor, Dr. AIT Bengaluru, India
  • M Keshavamurthy  Professor, UVCE, Bengaluru, India
  • C M Ravikumar  Professor, UBDT, Davangere, India

DOI:

https://doi.org/10.32628/IJSRST52411139

Keywords:

Masonry Infill, Ferrocement, Pushover analysis

Abstract

Pushover analysis of an existing structure located at Bangalore is carried out to evaluate its available strength. Analysis was carried out in different stages such as modelling for a bare frame structure and infilled with brick masonry and ferrocement with the consideration of openings such as doors and windows. The analysis outcome revealed that the few of the structural members was insufficient to carry external forces for various seismic zone intensities and demanded the retrofitting and thus revision of the structural dimensions were suggested and further analytical studies showed that base shear carrying capacity and displacement parameters significantly affects for different types of infilled materials and bare frames.

References

  1. Applied Technology Council, ATC-40 (1996), “Seismic Evaluation and Retrofit ofConcrete Buildings”, Applied Technology Council, Redwood City, California.
  2. Ashraf Habibullah .S.E. (1998) “Practical three dimensional nonlinear static pushoveranalysis”, Structural Magazine, winter.
  3. Armin B. Mehrabi and P. Benson Shing (1997)- Behaviour and analysis of masonry- infilled frames, ASCE Journal of Structural Engineering, Vol. 4 (March 1996), Issue 3,pp 320-331.
  4. FEMA 273, (1997) “NEHRP Guidelines for the Seismic rehabilitation of Buildings,Federal Emergency Management Agency”, Washington D.C
  5. Helmut Krawinkler and senevirantna G.D.PK. (1998).“ pros and cons of a pushover analysis of seismic performance evaluation” engineering structures, vol20, no-4-6,pp.452-464
  6. Mehmet Inel, Hayri Baytan Ozmen. (2006). “Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings”, Engineering Structures 28 1494–15
  7. V S R Pavan kumar, Rayaprolu,P.Poluraju “Non Linear static analysis of multistoried building’’ dept of civil engg,K L university.
  8. Low Cost Earthquake Resistant Ferrocement Small House-M A Saleem(Jan 2008)
  9. Vatwong Greepala and Pichai Nimityongskul* Influence of Heating Envelope on Post-Fire Mechanical Properties of Ferrocement Jackets
  10. D. Raj Kumar and B. Vidivelli dept of civil and structural engg Acrylic rubber latex in ferrocment for strengthening reinforced concrete beams.
  11. Unnikrishna Pillai S and Devdas Menon., “Reinforced concrete design” third edition, Tata McGraw- hill Education Private Limited. New Delhi.
  12. Pankaj Agarwal and Manish shirkhande “Earthquake resistant design of structures” PHI Learning private limited New Delhi-1(2008)

International Journal of Scientific Research in Science and Technology

Downloads

Published

2024-02-29

Issue

Volume 11, Issue 1, January-February-2024

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]
Ashwini L K, M Keshavamurthy, C M Ravikumar "Verification of adequacy of structural elements dimensions and Analytical Investigation of structural behaviour of Masonry Infilled and Ferrocement infilled G+2 storied existing structure and through Pushover analysis" International Journal of Scientific Research in Science and Technology(IJSRST), Online ISSN : 2395-602X, Print ISSN : 2395-6011,Volume 11, Issue 1, pp.362-388, January-February-2024. Available at doi : https://doi.org/10.32628/IJSRST52411139