Open AccessShear Wall Effect on G+9 and G+5 Storey Buildings in Hilly areas
Author(s) -
Ch. Lokesh*,
Dr Chandan Kumar Patnaikuni,
Pavithra Balaji,
Binu Kumar,
E. V. Raghava Rao
Publication year - 2019
Publication title -
international journal of innovative technology and exploring engineering
Language(s) - English
Resource type - Journals
ISSN - 2278-3075
DOI - 10.35940/ijitee.a4737.119119
Subject(s) - geotechnical engineering , shear wall , earthquake resistance , shear (geology) , terrain , geology , engineering , structural engineering , geography , cartography , petrology
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.