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Non Linear Analysis of Single Storey RC front Wall under Blast Loading

9 pagesPublished: July 22, 2017

Abstract

In modern days many civilian structures need shielding against blast effects. Past incidences of terrorist activities have increased the awareness towards the structural design to mitigate the effect of explosion and prevention of collapse of the building. The objective primary of blast resistant design is to prevent the collapse of the structural system and to maintain structural integrity through ductile and redundant behaviour. The primary aim of present work is to analyze the RC wall having SDOF with both end fixed under blast loading using ANSYS software.

Keyphrases: ansys software, blast load, single degree of freedom system

In: C. D. Modhera, G. J. Joshi, D.P Soni, Indrajit N. Patel, A. K. Verma, L. B. Zala, S. D. Dhiman, D. R. Bhatt, Jagdish M. Rathod, Bhargav C. Goradiya, Mehfuza S. Holia and Dharita K. Patel (editors). ICRISET2017. International Conference on Research and Innovations in Science, Engineering and Technology. Selected Papers in Civil Engineering, vol 1, pages 441-449.

BibTeX entry
@inproceedings{ICRISET2017:Non_Linear_Analysis_Single,
  author    = {Kavita Singh and Hardik Solanki and Anil Belani},
  title     = {Non Linear Analysis of Single Storey RC front Wall under Blast Loading},
  booktitle = {ICRISET2017. International Conference on Research and Innovations in  Science, Engineering and Technology. Selected Papers in Civil Engineering},
  editor    = {C. D. Modhera and G. J. Joshi and D.P Soni and Indrajit N. Patel and A. K. Verma and L. B. Zala and S. D. Dhiman and D. R. Bhatt and Jagdish M. Rathod and Bhargav C. Goradiya and Mehfuza S. Holia and Dharita K. Patel},
  series    = {Kalpa Publications in Civil Engineering},
  volume    = {1},
  publisher = {EasyChair},
  bibsource = {EasyChair, https://easychair.org},
  issn      = {2515-1789},
  url       = {/publications/paper/lJF},
  doi       = {10.29007/hlgv},
  pages     = {441-449},
  year      = {2017}}
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