Comparative Study on Seismic Designed G+15 Story RC building by Using American and Indian Codes

Authors

  • Ezzat Shah Barakzai Civil Department& Parul university
  • Anil Kumar Kannuzia Civil Department& Parul university
  • Tejas M. Patil Civil Department& Parul university

Keywords:

Etabs, beams, columns, ACI 318-14, IS 456-2000

Abstract

This paper includes analysis and designs of a G+15 story RC building frame by commercial software Etabs 2016 according to Indian Standards as IS 456-2000, IS 1893(part 1)-2002, IS 875(part 5)1987 and American Standards as ACI 318-14, ASCE7-10. The average required reinforcement steel area for flexural, Shear and Torsion of the beams and columns are compared by the results obtained in both codes with the same plan, sections, materials, seismic characteristic and loads.

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Published

2018-04-17

How to Cite

Barakzai, E. S. ., Kannuzia, A. K. ., & Patil, T. M. . (2018). Comparative Study on Seismic Designed G+15 Story RC building by Using American and Indian Codes . International Journal of Technical Innovation in Modern Engineering & Science, 4(4), 433–436. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/1948

Issue

Vol. 4 No. 4 (2018): Vol. 4 No. 4: Volume 4 Issue 4 (April-2018)

Section

Articles