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	<title type="html"><![CDATA[AmQuake Forums — Mesh generation]]></title>
	<link rel="self" href="https://forums.amquake.eu:80/extern.php?action=feed&amp;tid=34&amp;type=atom"/>
	<updated>2011-06-28T12:35:58Z</updated>
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	<id>https://forums.amquake.eu/viewtopic.php?id=34</id>
		<entry>
			<title type="html"><![CDATA[Re: Mesh generation]]></title>
			<link rel="alternate" href="https://forums.amquake.eu/viewtopic.php?pid=68#p68"/>
			<content type="html"><![CDATA[<p>Hello, when the check box (Ceilings without bending stiffness) in on, no connection, i.e. no stiffness in bending is considered.</p><p>When the check box is off, the displacements and rotations of each node of the ceiling are connected through special constraint conditions. These conditions guarantee that all nodes in the ceiling deform as a one entity. I.e. they can rotate but their relative distance is always prevailed, see chapter 6.2.2 in the AmQuake manual.</p><p>With best regards</p><p>Jan Cervenka</p>]]></content>
			<author>
				<name><![CDATA[jcervenka]]></name>
				<uri>https://forums.amquake.eu/profile.php?id=244</uri>
			</author>
			<updated>2011-06-28T12:35:58Z</updated>
			<id>https://forums.amquake.eu/viewtopic.php?pid=68#p68</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: Mesh generation]]></title>
			<link rel="alternate" href="https://forums.amquake.eu/viewtopic.php?pid=67#p67"/>
			<content type="html"><![CDATA[<p>but how is the stiffness in the node calculated?</p>]]></content>
			<author>
				<name><![CDATA[concordia2]]></name>
				<uri>https://forums.amquake.eu/profile.php?id=1722</uri>
			</author>
			<updated>2011-06-27T20:48:07Z</updated>
			<id>https://forums.amquake.eu/viewtopic.php?pid=67#p67</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: Mesh generation]]></title>
			<link rel="alternate" href="https://forums.amquake.eu/viewtopic.php?pid=66#p66"/>
			<content type="html"><![CDATA[<p>Check (Without bending stiffness) = without stiffness (stiffness only in RCRing)<br />Uncheck (Without bending stiffness) = infinitely stiffness in ceiling</p>]]></content>
			<author>
				<name><![CDATA[support]]></name>
				<uri>https://forums.amquake.eu/profile.php?id=1739</uri>
			</author>
			<updated>2011-06-27T13:39:55Z</updated>
			<id>https://forums.amquake.eu/viewtopic.php?pid=66#p66</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Mesh generation]]></title>
			<link rel="alternate" href="https://forums.amquake.eu/viewtopic.php?pid=65#p65"/>
			<content type="html"><![CDATA[<p>When the option &quot;Ceilings without bending stiffness&quot; is inactive i.e. when the program takes the bending stiffness i account, how is the stiffness calculated and taken in the calculation for different nodes?</p>]]></content>
			<author>
				<name><![CDATA[concordia2]]></name>
				<uri>https://forums.amquake.eu/profile.php?id=1722</uri>
			</author>
			<updated>2011-06-26T16:17:51Z</updated>
			<id>https://forums.amquake.eu/viewtopic.php?pid=65#p65</id>
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