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	<title type="html"><![CDATA[Cervenka Consulting Forums — Modelling Fire]]></title>
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	<updated>2011-10-25T07:57:38Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=43</id>
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			<title type="html"><![CDATA[Re: Modelling Fire]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=691#p691" />
			<content type="html"><![CDATA[<p>&gt; If I have defined multiple load intervals (e.g. 1,2,3) in GiD for AtenaStatic, then these loading intervals are applied in the calculation one after another, correct?</p><p>Yes. </p><p>&gt; So if the first interval is a temperature load and the second an external force, the external force is applied once the temperature load is finished.</p><p>Yes. </p><p>&gt; However, if my previous statement is correct, does the model continues to take into account the temperature of the concrete and reinforcement during the second interval (during the loading)?</p><p>Yes, load are incremental. In other words, &quot;0&quot; means &quot;no change&quot; (of the prescibed displacement, force, temperature; imported thermal results are applied as thermal load in static analysis). </p><p>&gt; =&gt; Is the temperature distribution within the concrete assumed constant during the second loading interval?</p><p>Yes. You can check this looking at the ELEMENT_TOTAL_TEMPERATURE values in runtime or postprocessor.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2011-10-25T07:57:38Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=691#p691</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: Modelling Fire]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=677#p677" />
			<content type="html"><![CDATA[<p>A quick question which relates to this one:</p><p>If I have defined multiple load intervals (e.g. 1,2,3) in GiD for AtenaStatic, then these loading intervals are applied in the calculation one after another, correct?<br />So if the first interval is a temperature load and the second an external force, the external force is applied once the temperature load is finished.</p><p>However, if my previous statement is correct, does the model continues to take into account the temperature of the concrete and reinforcement during the second interval (during the loading)?<br />=&gt; Is the temperature distribution within the concrete assumed constant during the second loading interval?</p><p>Thank you very much.</p><p>Best regards,<br />Ruben</p>]]></content>
			<author>
				<name><![CDATA[ruben.vancoile]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=7326</uri>
			</author>
			<updated>2011-10-20T13:43:30Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=677#p677</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: Modelling Fire]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=61#p61" />
			<content type="html"><![CDATA[<p>Dear Dr. Romero,</p><p>for the modelling of fire in ATENA, it is recommended to use GID<br />as a preprocessor. There you define the fire loading by specifying<br />certain temperature history along the heated surface. Currently<br />there is no direct support for the ISO 834 curve, but you can<br />define it manually by specifying the temperature evolution history<br />along the heated surface. I would recomment that you divide<br />the ISO curve into several intervals about 5-6, in each interval<br />will be then subdivided into several steps, which will assume<br />a linear temperature increase.</p><p>Please do no hesitate to contact us in case you have<br />more questions.</p><p>With best regards</p><p>Jan Cervenka</p>]]></content>
			<author>
				<name><![CDATA[JanCervenka]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=7</uri>
			</author>
			<updated>2008-04-17T10:00:20Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=61#p61</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Modelling Fire]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=60#p60" />
			<content type="html"><![CDATA[<p>I would like to know how I can to include a curve ISO 834 of fire.<br />With regards.<br />Dr. Manuel L. Romero</p>]]></content>
			<author>
				<name><![CDATA[mlromero]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=212</uri>
			</author>
			<updated>2008-04-16T11:34:15Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=60#p60</id>
		</entry>
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