Seismic analysis of shear wall buildings incorporating site specific ground response

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dc.contributor.authorJayalekshmi, B.R.
dc.contributor.authorChinmayi, H.K.
dc.date.accessioned2026-02-05T09:32:51Z
dc.date.issued2016
dc.description.abstractDuring earthquake, the motion of ground is affected significantly by source characteristics, source-to-site path properties and local site conditions. Due to the influence of local soil conditions different places experience distinctive amplitude of surface ground motion. Ground response analysis of a specific site utilizing the borehole information at different locations is done in present study. The ground motion with the highest peak ground acceleration for this site obtained from the ground response analysis is used in finite element soil-structure interaction analysis of multi-storey shear wall buildings with various positions of shear walls. The variation in seismic response of buildings and advantageous position of shear wall are determined. The study reveals that providing shear wall at the core of buildings at the specific site is advantageous among all shear wall configurations considered. © © 2016 Techno-Press, Ltd.
dc.identifier.citationStructural Engineering and Mechanics, 2016, 60, 3, pp. 433-453
dc.identifier.issn12254568
dc.identifier.urihttps://doi.org/10.12989/sem.2016.60.3.433
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/25874
dc.publisherTechno-Press
dc.subjectSeismology
dc.subjectSoil structure interactions
dc.subjectSoils
dc.subjectGround response analysis
dc.subjectLocal site condition
dc.subjectPath properties
dc.subjectPeak ground acceleration
dc.subjectSeismic analysis
dc.subjectSoil conditions
dc.subjectSource characteristics
dc.subjectSurface ground motion
dc.subjectShear walls
dc.titleSeismic analysis of shear wall buildings incorporating site specific ground response

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