<?xml version="1.0" encoding="UTF-8" ?>
<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/"><channel><title>9. Flexibility &amp; Stiffness Matrix</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59748/9-flexibility-stiffness-matrix</link><description /><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>9. Flexibility &amp; Stiffness Matrix</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59748/9-flexibility-stiffness-matrix</link><pubDate>Mon, 26 Dec 2022 17:16:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:466af901-db51-4718-ad0e-793840740e23</guid><dc:creator>Ana Carla Peres</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59748/9-flexibility-stiffness-matrix#comments</comments><description>Current Revision posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by Ana Carla Peres on 12/26/2022 5:16:01 PM&lt;br /&gt;
&lt;p&gt;&lt;span&gt;The Demo Example number 9. Flexibility &amp;amp; Stiffness Matrix has an example of how to group elements to represent their structural behavior. &lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365684598v1.png" alt=" " /&gt;&amp;nbsp; &amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365743003v3.png" alt=" " /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;In general, it is very useful for large projects to reduce the size of the model and therefore the computational time.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365915573v7.jpeg" alt=" " /&gt;&amp;nbsp; &amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365923818v8.jpeg" alt=" " /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;In this case, it is&amp;nbsp;&lt;/span&gt;&lt;span&gt;for a very simplified beam-bridge-like structure including&amp;nbsp;the modeling of the deep foundations. It includes all the data and a .pdf document explaining it.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365933423v9.png" alt=" " /&gt;&amp;nbsp; &amp;nbsp; &amp;nbsp;&amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365960063v10.jpeg" alt=" " /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365969457v11.jpeg" alt=" " /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365977100v12.jpeg" alt=" " /&gt;&amp;nbsp; &amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Three variants are demonstrated:&lt;/span&gt;&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;Complete structural system: with the superstructure, columns, and pile foundations&lt;/span&gt;&lt;/li&gt;
&lt;li&gt;&lt;span&gt;Flexibility: pile foundations are substituted by a Flexibility element&lt;/span&gt;&lt;/li&gt;
&lt;li&gt;&lt;span&gt;Stiffness:&amp;nbsp;pile foundations are substituted by a&amp;nbsp;Stiffness element&lt;/span&gt;&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;&lt;span&gt;&amp;nbsp; &amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: OBD, substructure, FAQ, OpenBridge Designer, stiffness, foundations, RM Bridge, flexibility, matrix&lt;/div&gt;
</description></item><item><title>9. Flexibility &amp; Stiffness Matrix</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59748/9-flexibility-stiffness-matrix/revision/1</link><pubDate>Thu, 12 May 2022 14:36:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:466af901-db51-4718-ad0e-793840740e23</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59748/9-flexibility-stiffness-matrix#comments</comments><description>Revision 1 posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 5/12/2022 2:36:12 PM&lt;br /&gt;
&lt;p&gt;&lt;span&gt;The Demo Example number 9. Flexibility &amp;amp; Stiffness Matrix has an example of how to group elements to represent their structural behavior. &lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365684598v1.png" alt=" " /&gt;&amp;nbsp; &amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365743003v3.png" alt=" " /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;In general, it is very useful for large projects to reduce the size of the model and therefore the computational time.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365915573v7.jpeg" alt=" " /&gt;&amp;nbsp; &amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365923818v8.jpeg" alt=" " /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;In this case, it is&amp;nbsp;&lt;/span&gt;&lt;span&gt;for a very simplified beam-bridge-like structure including&amp;nbsp;the modeling of the deep foundations. It includes all the data and a .pdf document explaining it.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365933423v9.png" alt=" " /&gt;&amp;nbsp; &amp;nbsp; &amp;nbsp;&amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365960063v10.jpeg" alt=" " /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365969457v11.jpeg" alt=" " /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-15/pastedimage1652365977100v12.jpeg" alt=" " /&gt;&amp;nbsp; &amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Three variants are demonstrated:&lt;/span&gt;&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;Complete structural system: with the superstructure, columns, and pile foundations&lt;/span&gt;&lt;/li&gt;
&lt;li&gt;&lt;span&gt;Flexibility: pile foundations are substituted by a Flexibility element&lt;/span&gt;&lt;/li&gt;
&lt;li&gt;&lt;span&gt;Stiffness:&amp;nbsp;pile foundations are substituted by a&amp;nbsp;Stiffness element&lt;/span&gt;&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;&lt;span&gt;&amp;nbsp; &amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: OBD, substructure, FAQ, OpenBridge Designer, stiffness, foundations, RM Bridge, flexibility, matrix&lt;/div&gt;
</description></item></channel></rss>