Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/4449
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dc.contributor.authorPatel, Bhaskar R.-
dc.contributor.authorPatel, Paresh V.-
dc.date.accessioned2014-02-04T08:46:59Z-
dc.date.available2014-02-04T08:46:59Z-
dc.date.issued2012-
dc.identifier.citation8th Biennial Conference on Structural Engineering Convention (SEC – 2012) Applied Mechanics Department, S. V. National Institute of Technology, Surat – 395007, Gujarat, India, Page No. 653 - 660en_US
dc.identifier.urihttp://10.1.7.181:1900/jspui/123456789/4449-
dc.description.abstractNumerical methods and experimental methods are used for understanding behavior of Reinforced Concrete (RC) members under different types of loading. Experimental methods are costly. Time consuming and often difficult for considering more number of parameters.en_US
dc.relation.ispartofseriesITFCL002-31en_US
dc.subjectCivil Faculty Paperen_US
dc.subjectFaculty Paperen_US
dc.subjectITFCL002en_US
dc.subjectSECen_US
dc.subjectSEC-2012en_US
dc.titleNon-linear Finite Element Analysis of Retrofitted RC Portal Frameen_US
dc.typeFaculty Papersen_US
Appears in Collections:Faculty Papers, Civil

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