Dynamic Analysis of RCC Frame Structure subjected to Blast Loading without Infilled Wall in Multi Storey Building

Authors

  • Suraj D Bhosale Department of Civil Engineering, ICOER, Pune, India Author
  • Shrinivas.R. Suryawanshi Department of Civil Engineering, ICOER, Pune, India Author

DOI:

https://doi.org/10.14741/

Keywords:

Bomb Blast, Time History, Stadd Pro., Blast Wave.

Abstract

Now a day’s all world is facing a major problem from terrorist. And all the new important building should be design as anti terrorist resistance building. so bomb blast cause catastrophic effect on building and cause major effect on structure as well as human being and loss of life which is non recoverable. So for designing we required to analysis the loading of bomb blast on structure so in this paper we have analysis a 100 kg of explosive effect on building in software Stadd-Pro .Dynamic Analysis is done by time history method and by using IS code 4991-1968 to find different parameters

References

Downloads

Published

2016-06-30

Issue

Vol.6, No.3 (May/Jun 2016)

Section

Articles

How to Cite

Dynamic Analysis of RCC Frame Structure subjected to Blast Loading without Infilled Wall in Multi Storey Building. (2016). International Journal of Current Engineering and Technology, 6(3), 929-934. https://doi.org/10.14741/