STUDY OF STEEL MOMENT RESISTING FRAME WITH REDUCED BEAM SECTION

Authors

  • Niraj.R Sindhi Civil Department, Chotubhai Gopalbhai Patel Institute of Technology
  • Jasmin A. Gadhiya Civil Department, Chotubhai Gopalbhai Patel Institute of Technology
  • Hitesh K. Dhameliya Civil Department, Chotubhai Gopalbhai Patel Institute of Technology
  • Kosha S. Pachchigar Civil Department, Chotubhai Gopalbhai Patel Institute of Technology

Keywords:

Reduced beam section, Time history analysis, FEMA 350, Staad pro. v8i ,SMRF

Abstract

This paper present some detailed information about reduced beam section used in moment resisting frame.
Guidelines about the cut, that is to be introduced in the flange of the beam section ,are obtained from FEMA 350.Time
history analysis and dynamic analysis are carried out in this paper. A G+15 storey steel building is modeled using RBS
as a component in one building and regular beam section as a component of the other in STAAD PRO V8i.
Displacement, storey drift , time period and base shear of both the buildings are compared as the result.

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Published

2015-12-25

How to Cite

Niraj.R Sindhi, Jasmin A. Gadhiya, Hitesh K. Dhameliya, & Kosha S. Pachchigar. (2015). STUDY OF STEEL MOMENT RESISTING FRAME WITH REDUCED BEAM SECTION. International Journal of Advance Engineering and Research Development (IJAERD), 2(12), 214–220. Retrieved from https://www.ijaerd.org/index.php/IJAERD/article/view/5191

Issue

Vol. 2 No. 12 (2015): Volume 2 Issue 12, December 2015

Section

Articles