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RE: "dynamic analysis" for earthquake ?
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- Subject: RE: "dynamic analysis" for earthquake ?
- From: "Polhemus, Bill" <bill.polhemus(--nospam--at)tyson.com>
- Date: Tue, 07 Jun 2005 17:52:53 -0500
-----Original Message----- From: Christopher Wright [mailto:chrisw(--nospam--at)skypoint.com] Sent: Tuesday, June 07, 2005 5:15 PM To: seaint(--nospam--at)seaint.org Subject: Re: "dynamic analysis" for earthquake ? You can do gust loading with a respnse specturn or a PSD spectrum if the load is random. You wouldn't use the same spectrum that you use for seismic analysis... -----/Original Message----- I would expect not, but do you use the wind tunnel to derive the spectrum? This email and any files transmitted with it are confidential and intended solely for the use of the addressee. If you are not the intended addressee, then you have received this email in error and any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. Please notify us immediately of your unintended receipt by reply and then delete this email and your reply. Tyson Foods, Inc. and its subsidiaries and affiliates will not be held liable to any person resulting from the unintended or unauthorized use of any information contained in this email or as a result of any additions or deletions of information originally contained in this email. ******* ****** ******* ******** ******* ******* ******* *** * 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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