<?xml version="1.0"?><!-- generator="bbPress" -->

<rss version="2.0"
	xmlns:content="http://purl.org/rss/1.0/modules/content/"
	xmlns:dc="http://purl.org/dc/elements/1.1/"
>

<channel>
<title>FEA Forums &#187; Topic: Structurak Damping</title>
<link>http://www.FEA-Forums.com/</link>
<description>FEA Forums &#187; Topic: Structurak Damping</description>
<language>en</language>
<pubDate>Tue, 07 Feb 2012 23:27:13 +0000</pubDate>

<item>
<title>DannyMaher on "Structurak Damping"</title>
<link>http://www.FEA-Forums.com/topic/81#post-103</link>
<pubDate>Tue, 07 Apr 2009 13:29:35 +0000</pubDate>
<dc:creator>DannyMaher</dc:creator>
<guid isPermaLink="false">103@http://www.FEA-Forums.com/</guid>
<description>&#60;p&#62;I was wondering if anyone has some insight on how to take into account a value of 5% strucutral damping in ANSYS to assess fatigue damage.  I am new to the program, and do not know how to use batch files or the command prompts yet, I use the GUI.  Any hlep would be much appreciated.  Thanks&#60;br /&#62;
-Dan
&#60;/p&#62;</description>
</item>

</channel>
</rss>

