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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>Ground response analysis in PLAXIS 2D</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/213931/ground-response-analysis-in-plaxis-2d</link><description>I was performing ground response analysis in PLAXIS 2D with and without considering structure. From analysis, I found PGA in soil-structure integrated model is high as compared to free field analysis, I couldn&amp;#39;t find my answer from literature review.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Ground response analysis in PLAXIS 2D</title><link>https://communities.bentley.com/thread/686468?ContentTypeID=1</link><pubDate>Thu, 09 Dec 2021 09:05:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6029b5e2-84c9-473f-a84a-4ea227ea8f37</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Santosh,&lt;/p&gt;
&lt;p&gt;Apologies for coming back to you this late, but your post slipped my attention.&lt;/p&gt;
&lt;p&gt;In any case, if your question is still relevant and since it considers a specific project, we recommend reaching out via service request.&amp;nbsp;Then, one of our support engineers can help you in detail: &lt;a href="https://apps.bentley.com/srmanager/ProductSupport"&gt;https://apps.bentley.com/srmanager/ProductSupport&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>