Performance based retrofit using Static pushover Analysis

dc.centreFaculty of Technology
dc.contributor.authorDhara Shah
dc.date.accessioned2025-02-20T12:40:02Z
dc.date.available2025-02-20T12:40:02Z
dc.date.issuedJan-10
dc.description.abstractThere has been an increasing trend toward the use of non-linear/ static pushover analysis as a tool for evaluating the earthquake resistance and safety of structures in the earthquake engineering field. This procedure is generally considered to be more realistic in gauging the vulnerability of buildings during earthquakes than the linear procedures commonly contained in current codes. The analysis procedure tells how to identify which part of the building will fail first.
dc.identifier.doi10.13140/2.1.4628.2889
dc.identifier.otherFP-033-CP
dc.identifier.sourcelinkhttps://www.researchgate.net/publication/264417788_Performance_based_retrofit_using_Static_pushover_Analysis
dc.identifier.urihttps://hdl.handle.net/20.500.12725/27273
dc.publisherInternational conference on materials, mechanics and management (IMMM 2010)
dc.titlePerformance based retrofit using Static pushover Analysis
dc.typeConference Paper

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