Open AccessSeismic Analysis of Multistoried Building on Sloping Ground with Ground, Middle and Top Soft Storey
Author(s) -
Tanuja V Kerenor*,
Vaijanath Halhalli
Publication year - 2020
Publication title -
international journal of innovative technology and exploring engineering
Language(s) - English
Resource type - Journals
ISSN - 2278-3075
DOI - 10.35940/ijitee.k7708.0991120
Subject(s) - geology , ground motion , ground floor , geotechnical engineering , structural engineering , ground movement , ground level , displacement (psychology) , shear (geology) , seismology , base (topology) , rest (music) , seismic analysis , low rise , engineering , acoustics , mathematics , physics , civil engineering , petrology , psychology , mathematical analysis , psychotherapist
Buildings that rest on sloping ground are different from those that rest on level ground. Buildings located on sloping ground are much more prone to earthquakes because they are, in general, irregular, asymmetrical and tensional. Therefore, the movement of the ground affects them much more. Therefore, there is increased insertion of the shear wall to resist side loading. In this work, the multi-storey building G + 20 is analyzed on slopes of 0o and 24o. For the improvement and analysis of full-filled shear walls, GMT, type L and type C soft soil is used. The structure is analyzed by the response spectrum method and responses such as displacement, ground deviation, period and base slices are evaluated and compared using E-TAB software.