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<?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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Deformations Boundary Conditions During a Soil Structure Interaction Analysis</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/210616/deformations-boundary-conditions-during-a-soil-structure-interaction-analysis</link><description>Hi All, 
 
 
 I am studying the seismic response of a structure with soil structure interaction in Plaxis 3D About the dynamics boundary conditions I know that free field are probably the best way to reproduce the lateral soil, obviously ensuring a certain</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Deformations Boundary Conditions During a Soil Structure Interaction Analysis</title><link>https://communities.bentley.com/thread/638305?ContentTypeID=1</link><pubDate>Wed, 10 Mar 2021 10:53:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9ecc76c0-a935-4739-9943-3d8fde10bd41</guid><dc:creator>Dennis Waterman</dc:creator><description>&lt;p&gt;Dear Fausto,&lt;/p&gt;
&lt;p&gt;If in a Dynamics analysis the Dynamics boundaries are activated, the Deformation boundaries are automatically ignored.&lt;br /&gt;&lt;br /&gt;With kind regards,&lt;/p&gt;
&lt;p&gt;Dennis Waterman&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>