Analysis of A High Rise Building Frame Considering Hybrid Shear Wall Under Lateral Load Using ETABS

Authors

  • Maninder Singh Bhatia P. G. Scholar, Department of Civil Engineering, RSR Rungta College of Engineering and Technology Bhilai Chattisgarh, India Author
  • Pradeep Kumar Nirmal Associate Professor, Department of Civil Engineering, RSR Rungta College of Engineering and Technology Bhilai Chattisgarh, India Author
  • Lokesh Singh Professor, Department of Civil Engineering, RSR Rungta College of Engineering and Technology Bhilai Chattisgarh, India Author

DOI:

https://doi.org/10.32628/IJSRCE

Keywords:

Hybrid Shear Wall, Response Spectrum Analysis, ShearWall, Seismic Forces

Abstract

Shear dividers are primary components that safeguard structures from parallel loads like breeze and quakes. Whenever the outside dividers of a structure are inadequately solid and firm, shear dividers are added to the inside to give more noteworthy strength and solidness. At the point when the allowable range width proportion for the floor or rooftop stomach is surpassed, these shear dividers are required. Shear dividers are flexural individuals that are usually utilized in high-and low-ascent structures to forestall all out breakdown because of seismic burdens.
Here half breed shear divider implies a blend of shear divider and X supporting This examination is engaged towards introducing the way of behaving of construction considering three unique cases to be specific, structure with X propping at corner, structure with shear divider at corner and design with crossover shear divider at corner. The construction was demonstrated and examined utilizing logical application ETABS v 2016. The boundaries of examination were Story relocation, story shear. Story float, story firmness and base shear.
              

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References

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Published

25-03-2022

Issue

Section

Research Articles

How to Cite

Maninder Singh Bhatia, Pradeep Kumar Nirmal, & Lokesh Singh. (2022). Analysis of A High Rise Building Frame Considering Hybrid Shear Wall Under Lateral Load Using ETABS . International Journal of Scientific Research in Civil Engineering, 6(2), 176-189. https://doi.org/10.32628/IJSRCE

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