Comparison of Dynamic Parameters of Mild Steel Chimneys With Stick And Fe Modeling

Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/3295

Title:	Comparison of Dynamic Parameters of Mild Steel Chimneys With Stick And Fe Modeling
Authors:	Chhaya, Z. R. Shah, R. B. Dave, Urmil V.
Keywords:	Chimney Modeling Deflection Frequency Time Period Civil Faculty Paper Faculty Paper ITFCL004 NUCONE NUCONE-2009
Issue Date:	25-Nov-2009
Publisher:	Institute of Technology, Nirma University, Ahmedabad
Citation:	National Conference on Current Trends in Technology, NUCONE-2009, Institute of Technology, Nirma University, Ahmedabad, November 25-27, 2009
Series/Report no.:	ITFCL004-10
Abstract:	Chimneys 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.
URI:	http://10.1.7.181:1900/jspui/123456789/3295
Appears in Collections:	Faculty Papers, Civil

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