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		<title><![CDATA[Cervenka Consulting Forums — Newton-Raphson]]></title>
		<link>https://forums.cervenka.cz/viewtopic.php?id=637</link>
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		<description><![CDATA[The most recent posts in Newton-Raphson.]]></description>
		<lastBuildDate>Mon, 03 Dec 2012 10:42:46 +0000</lastBuildDate>
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			<title><![CDATA[Re: Newton-Raphson]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=1661#p1661</link>
			<description><![CDATA[<p>Dear Irene, <br />the Newton-Raphson solution method in ATENA can be set to both Full N-R and Modified N-R. For Full N-R, use tangent stiffness matrix updated in each iteration. For Modified N-R, set the stiffnes matrix to be only updated once in each load step (if you do so, it is recommended to also switch to elastic stiffness matrix).</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Mon, 03 Dec 2012 10:42:46 +0000</pubDate>
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			<title><![CDATA[Newton-Raphson]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=1650#p1650</link>
			<description><![CDATA[<p>Hello,</p><p>In Solution Parameters, there are two solution methods to select; Newton-Raphson and Arc Length. For the Newton-Raphson, is it the combination of Full Newton-Raphson Method and Modified Newton Raphson Method ? Or only Full Newton-Raphson Method? </p><p>TQ</p>]]></description>
			<author><![CDATA[null@example.com (irene)]]></author>
			<pubDate>Thu, 29 Nov 2012 09:24:40 +0000</pubDate>
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