Shear Wall Effect on G+9 and G+5 Storey Buildings in Hilly areas
CH. Lokesh1, Chandan Kumar. Patnaikuni2, Balaji, K. V. G. D3, Santhosh Kumar.B4, E. V. Raghava Rao5
1Ch. Lokesh*, Department of Civil Engineering, , GITAM, Deemed to be University, Visakhapatnam, India.
2Dr Chandan Kumar Patnaikuni, Department of Civil Engineering, GITAM,, Deemed to be University, Visakhapatnam, India,.
3Prof. Balaji, K.V.G.D, Department of Civil Engineering, GITAM,, Deemed to be University, Visakhapatnam, India.
4B.Santhosh Kumar, Ph.D. Scholar, Department of Civil Engineering, GITAM,, Deemed to be University, Visakhapatnam, India.
5E. V. Raghava Rao, Department of Civil Engineering, K. K. University, Biharshariff, Bihar,
Manuscript received on October 11, 2019. | Revised Manuscript received on 22 October, 2019. | Manuscript published on November 10, 2019. | PP: 1851-1857 | Volume-9 Issue-1, November 2019. | Retrieval Number: A4737119119/2019©BEIESP | DOI: 10.35940/ijitee.A4737.119119
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© 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: The design of building in hilly areas is a typical criteria since the base of the foundation levels are varying due to availability of sloped terrain only. For better safety shear walls design can give the better safety against the Earthquake damages. This paper elucidate the variation of internal parameters for G+9 and G+5 storey buildings with shear walls on 30o sloping ground. Earthquake analysis was made in E- tabs 17.0.1 software with soft and hard soil strata. The analysis for comparing internal parameters. G+9 storey building with core shear wall have higher story capacity while G+5 storey building have higher drift resistance.
Keywords: Shear Walls, Hilly Areas, E-tabs Soft Ware ,. Internal parameters.
Scope of the Article: Building and Environmental Acoustics