A Study of the Various Structural Framing Systems Subjected to Seismic Loads
International Journal of Civil Engineering |
© 2015 by SSRG - IJCE Journal |
Volume 2 Issue 4 |
Year of Publication : 2015 |
Authors : Abhyuday Titiksh, Dr. M.K. Gupta |
How to Cite?
Abhyuday Titiksh, Dr. M.K. Gupta, "A Study of the Various Structural Framing Systems Subjected to Seismic Loads," SSRG International Journal of Civil Engineering, vol. 2, no. 4, pp. 21-28, 2015. Crossref, https://doi.org/10.14445/23488352/IJCE-V2I4P105
Abstract:
The objective of this study is to investigate the seismic behavior of the structure having various structural configurations like OMRCF (Ordinary Moment Resisting Concrete Frames), SMRCF (Special Moment Resisting Frames) and BSF (Braced Steel Frames). A comparative study of all the types of frames will shed light on the best suited frame to be adopted for seismic loads in Indian scenario. For this purpose, a G+4 building was designed for OMRCF, SMRCF and BSF framing configurations in Seismic Zone V according to Indian codes. Tests were carried out to evaluate their structural efficiencies in terms of storey drifts, Base shear,
Keywords:
OMRF, SMRF, BSF, Seismic behavior, Seismic Design, Earthquake, STAAD.Pro
References:
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(IJRET: International Journal of Research in Engineering and Technology; eISSN: 2319-1163 | pISSN: 2321-7308)
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[7] IS Codes like IS 456: 2000, IS 1893:2002 Part-I & IS 13920:1993
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[10] Many Diagrams are taken from IITK-BMTPC – Earthquake Tips
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