Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/3022
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dc.contributor.authorPatel, Paresh V.-
dc.date.accessioned2012-03-28T12:14:37Z-
dc.date.available2012-03-28T12:14:37Z-
dc.date.issued2004-12-
dc.identifier.urihttp://10.1.7.181:1900/jspui/123456789/3022-
dc.descriptionJournal of Engineering and Technology, Sardar Patel Uni, Vol. 17, December 2004, Page No. 17-22en_US
dc.description.abstractFor better performance of buildings under lateral forces due to earthiquake, they should be planned symmetrically in horizontal as well as vertical directions with respect to mass and stiffness. But in real life problems buildings are not having symmetry in plan and such unsymmetrical buildings are subjected to torsion during earthquake. IS 1893 (Part 1) 2002 [1] gives guidelines for calculation of torsional forces developed in unsymmetrical buildings due to earthquake. In this paper relevant clauses lot (vision analysis are discussed with illustrative example.en_US
dc.relation.ispartofseriesITFCL002-20en_US
dc.subjectCivil Faculty Paperen_US
dc.subjectFaculty Paperen_US
dc.subjectITFCL002en_US
dc.titleTorsion Analysis of Buildings as per IS 1893en_US
dc.typeFaculty Papersen_US
Appears in Collections:Faculty Papers, Civil

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