A parametric study on seismic fragility analysis of RC buildings

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dc.contributor.authorNagashree, B.K.
dc.contributor.authorRavi Kumar, C.M.
dc.contributor.authorVenkat Reddy, D.
dc.date.accessioned2026-02-05T09:33:28Z
dc.date.issued2016
dc.description.abstractAmong all the natural disasters, earthquakes are the most destructive calamities since they cause a plenty of injuries and economic losses leaving behind a series of signs of panic. The present study highlights the moment-curvature relationships for the structural elements such as beam and column elements and Non-Linear Static Pushover Analysis of RC frame structures since it is a very simplified procedure of non-linear static analysis. The highly popular model namely Mander's model and Kent and Park model are considered and then, seismic risk evaluation of RC building has been conducted using SAP 2000 version 17 treating uncertainty in strength as a parameter. From the obtained capacity and demand curves, the performance level of the structure has been defined. The seismic fragility curves were developed for the variations in the material strength and damage state threshold are calculated. Also the comparison of experimental and analytical results has been conducted. © 2016 Techno-Press, Ltd.
dc.identifier.citationEarthquake and Structures, 2016, 10, 3, pp. 629-643
dc.identifier.issn20927614
dc.identifier.urihttps://doi.org/10.12989/eas.2016.10.3.629
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/26151
dc.publisherTechno Press technop2@chollian.net
dc.subjectConcrete buildings
dc.subjectDisasters
dc.subjectLosses
dc.subjectDamage state
dc.subjectFragility analysis
dc.subjectMoment-curvature relationship
dc.subjectPark models
dc.subjectPush-over analysis
dc.subjectSeismology
dc.titleA parametric study on seismic fragility analysis of RC buildings

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