Time History Analysis of Multi-Storey Building Equipped With Steel Bracing

Authors

  • Rahul D. Sapkale  Assistant Professor, Department of Civil Engineering, G. H. Raisoni Academy of Engineering & Technology, Nagpur, Maharashtra, India
  • Rakesh D. Shambharkar  Assistant Professor, Civil Engineering Department, DBACER, Nagpur, Maharashtra, India.

Keywords:

Braced Frame, Linear Analysis, Storey Displacement, Storey Drift, Unbraced Frame

Abstract

Steel bracing has proven to be one of the most effective systems in resisting lateral loads. Although its use to upgrade the lateral load capacity of existing Reinforced Concrete (RC) frames has been the subject of numerous studies, guidelines for its use in newly constructed RC frames still need to be developed. In this paper the study reveals that seismic performance of moment resisting RC frames with different patterns of bracing system. The three different types of bracings were used i.e. X - bracing system, V - bracing system and Inverted V - bracing system. This arrangement helped in reducing the structural response (i.e. displacement, interstorey drift) of the designed building structure. An (G+6) storey building was modelled and designed as per the code provisions of IS-1893:2002. And linear analysis is been carried out. The analysis was conducted with a view of accessing the seismic elastic performance of the building structure.

References

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International Journal of Scientific Research in Science, Engineering and Technology

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Published

2019-03-16

Issue

Volume 5, Issue 6, March-2019

Section

Research Articles

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How to Cite

[1]
Rahul D. Sapkale, Rakesh D. Shambharkar, " Time History Analysis of Multi-Storey Building Equipped With Steel Bracing , International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 5, Issue 6, pp.493-497, March-2019.