Please use this identifier to cite or link to this item: https://idr.l3.nitk.ac.in/jspui/handle/123456789/12704
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dc.contributor.authorKulkarni, S.R.
dc.contributor.authorBabu, Narayan, K.S.
dc.date.accessioned2020-03-31T08:42:00Z-
dc.date.available2020-03-31T08:42:00Z-
dc.date.issued2018
dc.identifier.citationStructural Monitoring and Maintenance, 2018, Vol.5, 2, pp.173-187en_US
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/12704-
dc.description.abstractPerformance evaluation of RC frame building by nonlinear static pushover analysis that accounts for elastic and post elastic behavior is becoming very popular as a valid decision making tool in seismic hazard resistant designs. Available literature suggests great amount of interest has shown by researchers in suggesting refinements to geometric and material modelling to bridge the gap between analytical predictions and observed performances. Notwithstanding the attempts gaps still exists. Sequence of plastic hinge formation which has great influence on pushover analysis results is an area less investigated. This paper attempts to highlight the importance of hinge sequence considerations to make analysis results more meaningful. Variation in analysis results due to different hinge sequences have been quantified, compared and bounds on analysis results have been presented. 2018 Techno-Press, Ltd.en_US
dc.titlePushover analysis - Result borders due to hinge formation ordersen_US
dc.typeArticleen_US
Appears in Collections:1. Journal Articles

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