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dc.contributor.authorMohd Zulham Affandi, Mohd Zahid-
dc.contributor.authorRobert, Debbie-
dc.contributor.authorFatehah, Shahrin-
dc.date.accessioned2013-11-18T05:06:08Z-
dc.date.available2013-11-18T05:06:08Z-
dc.date.issued2012-11-20-
dc.identifier.citationp. 401-404en_US
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/29867-
dc.descriptionMalaysian Technical Universities Conference on Engineering and Technology (MUCET) 2012 organised by technical universities under the Malaysian Technical Universities Network (MTUN), 20th - 21st November 2012 at Hotel Seri Malaysia, Kangar, Perlis.en_US
dc.description.abstractThis study investigates the overstrength factor of reinforced concrete frame designed according to EC2 and EC8. There are two families of building considered in this study, i.e: regular and irregular in elevation with setback. Each family are designed to gravity load only and designed to resist seismic load with medium ductility and high ductility class. Therefore, in total, there are 6 frame models are considered in this study. The nonlinear static analysis or push over analysis is used to evaluate the overstrength factor of the frame models. It is found that, the geometry and ductility supply of the frames effect the overstrength factor.en_US
dc.language.isoenen_US
dc.publisherMalaysian Technical Universities Network (MTUN)en_US
dc.relation.ispartofseriesProceeding of the Malaysian Technical Universities Conference on Engineering and Technology (MUCET) 2012;-
dc.subjectOverstrengthen_US
dc.subjectPush over analysisen_US
dc.subjectRC buildingen_US
dc.titleAn evaluation of overstrength factor of seismic designed low rise RC buildingsen_US
dc.typeWorking Paperen_US
dc.contributor.urlmohdzulham@unimap.edu.myen_US
Appears in Collections:Conference Papers

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