Loading

Nonlinear Behavior of Flat Slab using Shear Wall
Syed Shahebazullah Quadry1, A Vimala2

1Syed Shahebazullah Quadry, Master of Technology in Structural Engineering, Department of Civil Engineering, Anurag group of Institutions, Venkatapur, Ghatkesar, Medchal- Dist-TS, India.
2Dr.A.Vimala, Professor, Department of Civil Engineering, Anurag Group of Institutions, Venkatapur, Ghatkesar, Medchal -Dist- TS, India. 

Manuscript received on September 16, 2019. | Revised Manuscript received on 24 September, 2019. | Manuscript published on October 10, 2019. | PP: 2482-2485 | Volume-8 Issue-12, October 2019. | Retrieval Number: L34291081219/2019©BEIESP | DOI: 10.35940/ijitee.L3429.1081219
Open Access | Ethics and Policies | Cite | Mendeley | Indexing and Abstracting
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: Flat slab is a reinforced concrete slab supported directly by concrete columns without the use of beams .However; in multi-storey buildings it has weak resistance to the lateral loads. Hence this work is concerned to decrease the damage under lateral loading and to minimize the displacement. Shear wall are used to provide stability to structures from lateral loads. The aim of the present study is to analyze effect of shear wall and perimeter beam for flat slab building, and also effectiveness of core shear wall. For present work five models are studied 1) conventional slab building 2) simple flat slab building considered without any drop and column head 3) flat slab with drop building is considered without column head 4) flat slab with drop with perimeter beam building 5) flat slab with perimeter beam and shear wall buildings, each of plan size 25mX25m are selected. For stabilization of structural parameters, shear wall are provided. The seismic parametric studies comprise of roof displacement, base shear, and sequence of hinge formation .from study it concluded that the shear walls significantly increases the base shear capacity and reduces roof displacement and also getting good Performance
Keywords: Conventional Slab Building, Flat Slab Building, Drop Panel, Perimeter Beams, Shear wall, Pushover Analysis
Scope of the Article: Building Energy