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"dynamic analysis" for earthquake ?
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- Subject: "dynamic analysis" for earthquake ?
- From: "Tom Barsh @ Codeware" <tom(--nospam--at)codeware.com>
- Date: Tue, 7 Jun 2005 11:09:20 -0500
What qualifies as a "dynamic analysis" for response of a structure to an earthquake? If the question is too elementary I will expand. Thank you! Tom Barsh, P.E. Technical Support Engineer Codeware Inc www.codeware.com ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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