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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>Response Spectrum Analysis as per Eurocode</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/207764/response-spectrum-analysis-as-per-eurocode</link><description>Hello Experts, 
 I am not well versed with the dynamic analysis, since we could not perform linear static analysis for seismic load application as per Eurocode, Someone please guide me how to apply the response spectrum properly as per Eurocode. 
 I tried</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Response Spectrum Analysis as per Eurocode</title><link>https://communities.bentley.com/thread/626835?ContentTypeID=1</link><pubDate>Mon, 28 Dec 2020 12:51:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dce51029-f0da-4c05-b862-bf508cd01160</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;These warnings are related to the Earthquake workflow, which is used to check if the structure conforms to the basic geometric recommendations made in Eurocode 8 (EC8). This workflow is in addition to the normal post-processing workflow which gives the various analysis results. These checks are intended to give you a &amp;quot;feel&amp;quot; for the structure and are not mandatory to proceed to the design phase. You can find more details on this workflow in STAAD.Pro Help section Postprocessing and Reports &amp;gt; P. Earthquake workflow.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>