Comparative study of seismic behaviour of conventional slab structure and flat slab structure with and without shear wall

Authors

  • Bhudiya Bharat ME Civil (Structure) Student, HJD Institute of Technical Education and Research
  • Vadher Narendrasinh Assinstance professor, civil Engineering Department, HJD ITER, Kera-Kutch

Keywords:

Conventional slab structure, Flat slab structure, Shear wall, storey displacement, storey shear, storey Drift and time period and storey Drift, ETABS

Abstract

The object of the paper is to analyze conventional RC frame structure and flat slab structure for 5 storey, 8
storey and 11 storey and comparison of both structure for with and without shear wall in Zone V and Zone IV. For
present study irregular building is consider. Study is conducted on Plan irregularity (irregular floor plan) as per IS
1893-2002. To study the effect of shear wall on both structure, linear dynamic analysis (Response spectrum analysis)
in software ETABs is carried out. In each analysis, the behavior of conventional slab structure and flat slab structure
with and without shear wall was investigated and Top storey displacement, storey shear, Maximum storey drift and
time period were observed. Comparison of analysis results for both structure is done in terms of time period, storey
displacement, storey drift and storey shear.

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Published

2016-04-25

How to Cite

Bhudiya Bharat, & Vadher Narendrasinh. (2016). Comparative study of seismic behaviour of conventional slab structure and flat slab structure with and without shear wall. International Journal of Advance Research in Engineering, Science & Technology, 3(4), 468–473. Retrieved from https://ijarest.org/index.php/ijarest/article/view/577

Issue

Vol. 3 No. 4 (2016): Volume: 03, Issue: 04 - April, 2016.

Section

Articles