A REVIEW ON A COMPARATIVE STUDY OF TYPICAL R.C. BUILDING USING IS1893:2002 AND IS-1893:2016

Authors

  • Yash Mehta Psot graduate Student, Department of Civil Engineering, CGPIT, Uka Tarsadia University
  • Dimple Desai Assistant Professor, Department of Civil Engineering, CGPIT, Uka Tarsadia University
  • Bijal Chaudhri Assistant Professor, Department of Civil Engineering, CGPIT, Uka Tarsadia University

Keywords:

Earthquake resistant design ,IS 1893, comparison, structural software, lateral load

Abstract

The sixth revision of IS 1893 (part 1) : 2016, “Criteria for Earthquake Resistant Design of
Structures” have been published by bureau of Indian standards. In reinforced concrete building, frames
are considered as main structural elements, which resist shear, moment, and torsion effectively. The frames
are subjected to various loads, where lateral loads are always predominant. The study focuses on the
comparison of various clauses of new IS 1893 (part 1) : 2016 with respect to old IS 1893 (part 1) : 2002.
The study helps in understanding main contributing factors, which lead to poor performance of structure
during the earthquake. So as to achieve their safe behaviour under earthquake in future. An attempt is
made to compare both standards using structural software.

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Published

2018-09-30

How to Cite

Yash Mehta, Dimple Desai, & Bijal Chaudhri. (2018). A REVIEW ON A COMPARATIVE STUDY OF TYPICAL R.C. BUILDING USING IS1893:2002 AND IS-1893:2016. International Journal of Technical Innovation in Modern Engineering & Science, 4(13), -. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/2949

Issue

Vol. 4 No. 13 (2018): RTSE-2018 (Recent Trends in Structural Engineering)

Section

Articles