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		<title><![CDATA[Cervenka Consulting Forums — Dynamic Analysis (Seismic)]]></title>
		<link>https://forums.cervenka.cz/viewtopic.php?id=2194</link>
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		<description><![CDATA[The most recent posts in Dynamic Analysis (Seismic).]]></description>
		<lastBuildDate>Tue, 08 Sep 2020 08:12:04 +0000</lastBuildDate>
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			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4703#p4703</link>
			<description><![CDATA[<p>Sure you can send it and i will check it</p><p>Regards,<br />Mohamad</p>]]></description>
			<author><![CDATA[null@example.com (mohamad.ahmad)]]></author>
			<pubDate>Tue, 08 Sep 2020 08:12:04 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4703#p4703</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4701#p4701</link>
			<description><![CDATA[<p>can i send the model to e-mail cervenka@cervenka.cz?</p>]]></description>
			<author><![CDATA[null@example.com (ingrid93)]]></author>
			<pubDate>Tue, 08 Sep 2020 00:31:45 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4701#p4701</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4685#p4685</link>
			<description><![CDATA[<p>I dont know..may be yes <img src="https://forums.cervenka.cz/img/smilies/smile.png" width="15" height="15" alt="smile" /> Please send me your model, i will check it.</p>]]></description>
			<author><![CDATA[null@example.com (zjanda)]]></author>
			<pubDate>Thu, 20 Aug 2020 06:12:38 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4685#p4685</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4684#p4684</link>
			<description><![CDATA[<p>Good morning,</p><p>Yes it1s correct. I transport my model for dynamic analisis but i created and checked the loads and boundary conditions without ground motion, for compare results with my static model, but i haven&#039;t had similar results with the static. I don&#039;t know if i need considered any parameter specific. In the 2 interval data, i applied the same number of steps with t=1 second. <br />I didn&#039;t input any dynamic parameter yet. </p><p>Should be consider other thing for it?</p><p>Best regards<br />Ingrid</p>]]></description>
			<author><![CDATA[null@example.com (ingrid93)]]></author>
			<pubDate>Wed, 19 Aug 2020 12:15:03 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4684#p4684</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4682#p4682</link>
			<description><![CDATA[<p>Dear Ingrid, yes, it shoud be possible.. by transforming the model.. but after that, it is necessary to check all material and boundary condition. </p><p>Regards</p>]]></description>
			<author><![CDATA[null@example.com (zjanda)]]></author>
			<pubDate>Wed, 19 Aug 2020 10:27:17 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4682#p4682</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4679#p4679</link>
			<description><![CDATA[<p>Good morning, </p><p>I simulated my model as Static Model in atena for obtaing the pushover curve. Now, i would like know if is possibel i did again my model as Dynamic Model, because in this new case i want apply the load and after the ground motion. </p><p>I converted my model from static for dynamic and run my model whithout the ground motion, but the response wasn&#039;t good. <br />Is possible do it?</p><p>Thanks.<br />Ingrid</p>]]></description>
			<author><![CDATA[null@example.com (ingrid93)]]></author>
			<pubDate>Tue, 18 Aug 2020 14:44:11 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4679#p4679</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4656#p4656</link>
			<description><![CDATA[<p>Dear Ingrid, <br />let me summarize: you have proceeded through the basic Static tutorial example, seen the referred ATENA-GiD section about Dynamic analysis and also the seismogram example model included in ATENA installation, read the related help bubbles, and still &quot;don&#039;t know how i could do it&quot;. <br />I am afraid I have to agree the documentation needs improvement (we are working in that direction), but I would expect that you at least could have particular questions (originating from the unclear parts of the documentation) now? </p><p>Regards.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Mon, 27 Jul 2020 18:08:15 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4656#p4656</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4653#p4653</link>
			<description><![CDATA[<p>Thanks you,</p><p>So, i wanna do an seismic analysis in my model. E.g, I want input an accelerogram (Time History) in my model and see his seismic behavior, cracks, displacement.</p><p>The fragility curves are more relationated with the results, but initially i want know more about the process for input accelerograms. </p><p>I saw in an example that was introduced the ground motion but i don&#039;t know how i could do it?.</p>]]></description>
			<author><![CDATA[null@example.com (ingrid93)]]></author>
			<pubDate>Fri, 17 Jul 2020 13:45:36 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4653#p4653</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4652#p4652</link>
			<description><![CDATA[<p>Dear Ingrid, <br />1. I am not familiar with the term &quot;Seismic of intensity&quot; (and a quick internet search has not delivered any relevant source) - do you mean just scaling some &quot;standard&quot; seismogram, or some approach? </p><p>2. Similarly, by &quot;fragility curve&quot; you mean Pushover analysis (proving max. load + ductility), or something else? </p><p>3. It is not clear if you have already read ATENA GiD User&#039;s Manual, 9 DYNAMIC ANALYSIS? <br />And the help bubbles related to Ground Acceleration in Interval Data? </p><p>Regards.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Fri, 17 Jul 2020 12:26:02 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4652#p4652</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4651#p4651</link>
			<description><![CDATA[<p>I would like know how i can input the time history to my model. <br />I wanna do a dynamic analysis and after develop fragility curves.</p><p>Thanks you</p><p>Att,<br />Ingrid</p>]]></description>
			<author><![CDATA[null@example.com (ingrid93)]]></author>
			<pubDate>Thu, 16 Jul 2020 18:33:05 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4651#p4651</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4650#p4650</link>
			<description><![CDATA[<p>Thanks a&nbsp; lot,</p><p>I saw the example. </p><p>And now, i would like know more about the parameter of input. e.g. using the seismic parameter (Seismic of intensity) as the ground motion or real accelerogram.<br />There is any example described for this type of analyses?.</p>]]></description>
			<author><![CDATA[null@example.com (ingrid93)]]></author>
			<pubDate>Thu, 16 Jul 2020 18:09:33 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4650#p4650</guid>
		</item>
		<item>
			<title><![CDATA[Re: Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4636#p4636</link>
			<description><![CDATA[<p>Dear ingrid93,<br />I recommend to see the examples included in ATENA installation: </p><p>%Public%\Documents\ATENA Examples\Science\GiD\Tutorial.Dynamic\BridgeConcreteSinusImpulsLoad.gid</p><p>and </p><p>%Public%\Documents\ATENA Examples\Science\GiD\Tutorial.Dynamic\SeismicStoneHenge.gid&quot; </p><br /><p>I assume you have already proceeded through the basic Tutorial example (ATENA-Science GiD Tutorial). </p><br /><p>If you have specific problems/questions, you can follow ATENA Troubleshooting, 2.1.1 to send us your model along with sketches+description what you are modelling. </p><p>Regards.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Mon, 29 Jun 2020 08:28:32 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4636#p4636</guid>
		</item>
		<item>
			<title><![CDATA[Dynamic Analysis (Seismic)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4630#p4630</link>
			<description><![CDATA[<p>Dears,</p><br /><p>I&#039;m still working about dynamic and static analysis for frames in reinforced concrete for my PhD, but i would like know if there methodologies specifics for do these analisis in atena. <br />Or if there are&nbsp; examples that can help me better.</p><p>Thanks you</p>]]></description>
			<author><![CDATA[null@example.com (ingrid93)]]></author>
			<pubDate>Thu, 25 Jun 2020 20:18:56 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4630#p4630</guid>
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