Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/3295
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dc.contributor.authorChhaya, Z. R.-
dc.contributor.authorShah, R. B.-
dc.contributor.authorDave, Urmil V.-
dc.date.accessioned2012-05-23T07:58:23Z-
dc.date.available2012-05-23T07:58:23Z-
dc.date.issued2009-11-25-
dc.identifier.citationNational Conference on Current Trends in Technology, NUCONE-2009, Institute of Technology, Nirma University, Ahmedabad, November 25-27, 2009en_US
dc.identifier.urihttp://10.1.7.181:1900/jspui/123456789/3295-
dc.description.abstractChimneys fall under tall and slender structures. Moreover wind is the governing load due to the lesser weight of steel chimneys compared to earthquake loads. For a chimney of considerably good height, only static analysis is not enough, dynamic analysis is required. In present paper, dynamic analysis of a self supported MS chimney is conducted as per provisions of Indian standard 6533:1989 (Part II). Some parameters of the chimney are compared with Staad Pro software using stick and FE modeling. An attempt is made to develop a tool with the help of programming to generate Staad Pro input file for stick and FE modeling. A comparative study of dynamic parameters is carried by generating models with the help of the programming tool.en_US
dc.publisherInstitute of Technology, Nirma University, Ahmedabaden_US
dc.relation.ispartofseriesITFCL004-10en_US
dc.subjectChimney Modelingen_US
dc.subjectDeflectionen_US
dc.subjectFrequencyen_US
dc.subjectTime Perioden_US
dc.subjectCivil Faculty Paperen_US
dc.subjectFaculty Paperen_US
dc.subjectITFCL004en_US
dc.subjectNUCONEen_US
dc.subjectNUCONE-2009en_US
dc.titleComparison of Dynamic Parameters of Mild Steel Chimneys With Stick And Fe Modelingen_US
dc.typeFaculty Papersen_US
Appears in Collections:Faculty Papers, Civil

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