Open AccessSeismic Response and Analysis of RCC Block Shear Wall in Assymetric Building Using ETABS
Author(s) -
Tamilarasan Subramani,
D Ananthi
Publication year - 2018
Publication title -
international journal of engineering and technology
Language(s) - English
Resource type - Journals
ISSN - 2227-524X
DOI - 10.14419/ijet.v7i3.10.15639
Subject(s) - structural engineering , shear wall , situated , oblique case , displacement (psychology) , structural system , geology , deformation (meteorology) , shear force , shear (geology) , engineering , computer science , petrology , psychology , linguistics , philosophy , artificial intelligence , psychotherapist , oceanography
Shear wall is the structural member which with stand the horizontal or lateral forces. The structures are subjected to dynamic loading which have an effect on in general. Our proposed plan is to save you the structural deformation because of dynamic loading. While partitions are situated in tremendous positions in a constructing, they may be very efficient in resisting lateral masses originating from wind or earthquakes. This paper provides designated analyses of experimental and analytical has accomplished end result has generated. Our undertaking focuses on reading the impact of twist, as a system-stage impact, on the displacement and strength demands of the building’s separate seismic force resisting system (SFRS) wall components. The look at evaluates the individual wall contributions to the overall building response characteristics within both the elastic and the inelastic reaction phases.