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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/"><channel><title>mohamed atef's Activities</title><link>https://communities.bentley.com/members/7fc3f2a4_2d00_1496_2d00_4ced_2d00_b98a_2d00_7b276fa8be12</link><description>mohamed atef's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>earthquake pile raft foundation</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/249922/earthquake-pile-raft-foundation</link><pubDate>Fri, 08 Sep 2023 11:49:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9c37854a-3a7f-415e-9883-b513615c230d</guid><dc:creator>mohamed atef</dc:creator><description>&lt;p&gt;I am working on a project that requires the application of earthquakes on the pile raft foundation. When I entered the earthquake on the basis of a surface-prescribed displacement represented by acceleration, the results showed a high displacement of the raft with a decrease in the displacement of the building(12 floors). please Can anyone help me choose&amp;nbsp;the best ways to represent this case?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>