Open AccessNon-Linear Time History Analysis of G+15 RC Frame Building with Shear Wall
Author(s) -
Balgovind Mishra,
Raghvendra Singh
Publication year - 2022
Publication title -
international journal for research in applied science and engineering technology
Language(s) - English
Resource type - Journals
ISSN - 2321-9653
DOI - 10.22214/ijraset.2022.40818
Subject(s) - shear wall , structural engineering , cantilever , nonlinear system , ground movement , shear (geology) , geology , shear force , displacement (psychology) , geotechnical engineering , engineering , physics , petrology , psychology , quantum mechanics , psychotherapist
The structure is vulnerable to ground movement during an earthquake and damages the structure. It is important to know the nature of the movement of the ground in order to prevent damage to the structure due to the movement of the ground. The main purpose of Shear wall is to counter the lateral forces acting on the structure and it act as a vertical cantilever beam. The time history method is used for nonlinear dynamic analysis. The nonlinear time history analysis is conducted on four different model using CSI ETABS19, several values of all four models were found out from Structure. IS:1893-2016 guidelines are used for the time history analysis of four model of G+15 storey. Hence, total four models are used to analyse the dynamic response of the building. The result of, story displacement, story drift, storey shear, storey overturning moment and base shear are calculated and compared for all four models. Keywords: RC frame, shear wall, seismic damage, nonlinear time history analysis, dynamic analysis, ETABS