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		<title><![CDATA[Cervenka Consulting Forums — FRP model]]></title>
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		<description><![CDATA[The most recent posts in FRP model.]]></description>
		<lastBuildDate>Fri, 01 Apr 2011 12:27:28 +0000</lastBuildDate>
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			<title><![CDATA[Re: FRP model]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=416#p416</link>
			<description><![CDATA[<p>If you nee to model construction process in ATENA 2D, please follow the &quot;Tutorial for Construction Process Modelling in ATENA 2D&quot;. </p><p>Another way is to create the 2D model in GiD (ATENA Sci, see the ATENA Science Example Manual, Chapter 2.2 Tutorial for Construction Process).</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Fri, 01 Apr 2011 12:27:28 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=416#p416</guid>
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			<title><![CDATA[Re: FRP model]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=415#p415</link>
			<description><![CDATA[<p>Can those cases be model in Atena 2D?</p>]]></description>
			<author><![CDATA[null@example.com (wirda)]]></author>
			<pubDate>Fri, 01 Apr 2011 06:50:33 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=415#p415</guid>
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			<title><![CDATA[Re: FRP model]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=239#p239</link>
			<description><![CDATA[<p>Please read the sections &quot;3.8.2.1 Construction cases&quot; and &quot;3.8.2.2.4 Properties&quot; (of macroelements) in the ATENA 3D User&#039;s Manual.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Mon, 24 May 2010 13:43:44 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=239#p239</guid>
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			<title><![CDATA[FRP model]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=236#p236</link>
			<description><![CDATA[<p>I am interested to generate a model as per following way, is it possible to generate thr&#039; ATENA? and HOW?</p><p>First case<br />(1)&nbsp; simple R/C Beam , apply a load, then unloaded, then strengthen with FRP </p><p>another case</p><p>(2)beam loaded to service, without unloading strengthened with FRP while loaded then continue loading upto failure</p><p>Please guide me whether it is possible with ATENA ?</p>]]></description>
			<author><![CDATA[null@example.com (prof. Parikh)]]></author>
			<pubDate>Tue, 11 May 2010 14:03:24 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=236#p236</guid>
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