akbar.civil SEFI Regulars
Joined: 26 Jan 2003 Posts: 36 Location: New York
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Posted: Fri Nov 09, 2007 3:38 pmPost subject: Response spectrum |
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Hi all,
This question is for those who use E-Tabs. when u are doing dynamic analysis in E-Tabs and while defining indian seismic code to apply the response spectrum, you get a response spectrum which is very different from the values given in IS1893. by the way there is also an option to define user defined response spectrum. But a senior designer at office told me that he has heard in some conference that whatever reponse spectrum given in E-Tabs is correct. how is that possible when the values are clearly different from that given in code ?. those who have some idea about this, please help. thanks in advance
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