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	<title type="html"><![CDATA[Cervenka Consulting Forums — moment history]]></title>
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	<updated>2011-07-19T08:35:26Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=211</id>
		<entry>
			<title type="html"><![CDATA[Re: moment history]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=542#p542" />
			<content type="html"><![CDATA[<p>Please always be as specific as possible - I am not sure if I understand what is your problem. As discussed in other threads, e.g., <br />ATENA Â» Load case with constant vertical loads and changing horizontal loads <br />or <br />ATENA Â» Set the force as a function or ATENA Â» constant vertical load on masonry wall during horizontal displacment<br />or<br />ATENA Â» Set the force as a function, <br />all loads are incremental in ATENA.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2011-07-19T08:35:26Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=542#p542</id>
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		<entry>
			<title type="html"><![CDATA[moment history]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=539#p539" />
			<content type="html"><![CDATA[<p>Dear sir<br />how can I apply a moment history correctly?<br />I am modeling a shear wall in ATENA 2D</p><p>Thank you</p>]]></content>
			<author>
				<name><![CDATA[elham_ho64]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4016</uri>
			</author>
			<updated>2011-07-15T09:08:54Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=539#p539</id>
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