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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>14. Are load combinations considered for EN 1998-1 Eurocode seismic calculations for vertical vessels?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/24124/14-are-load-combinations-considered-for-en-1998-1-eurocode-seismic-calculations-for-vertical-vessels</link><description /><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>14. Are load combinations considered for EN 1998-1 Eurocode seismic calculations for vertical vessels?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/24124/14-are-load-combinations-considered-for-en-1998-1-eurocode-seismic-calculations-for-vertical-vessels</link><pubDate>Tue, 25 Aug 2020 19:29:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:468cf819-5e4a-4ebf-bcbf-1f39f63e0565</guid><dc:creator>JamieP</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/24124/14-are-load-combinations-considered-for-en-1998-1-eurocode-seismic-calculations-for-vertical-vessels#comments</comments><description>Current Revision posted to AutoPIPE Wiki by JamieP on 8/25/2020 7:29:37 PM&lt;br /&gt;
&lt;p style="margin-left:30px;"&gt;&lt;span style="background-color:#008000;color:#ffffff;font-size:150%;"&gt;&lt;strong&gt;Answer:&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;"&gt;&lt;span style="color:#008000;"&gt;Regarding the verification of vertical vessel (column) according to Eurocode EN 1998-1: APV considers that the seismic actions (horizontal) are independent and there is no reason to consider combinations of paragraph 4.3.3.5.1 (2) (3).&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: EN seismic code, AutoPIPE Vessel&lt;/div&gt;
</description></item><item><title>Q. Are load combinations considered for EN 1998-1 Eurocode seismic calculations for vertical vessels?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/24124/14-are-load-combinations-considered-for-en-1998-1-eurocode-seismic-calculations-for-vertical-vessels/revision/2</link><pubDate>Wed, 06 Jan 2016 19:44:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:468cf819-5e4a-4ebf-bcbf-1f39f63e0565</guid><dc:creator>Mike Dattilio</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/24124/14-are-load-combinations-considered-for-en-1998-1-eurocode-seismic-calculations-for-vertical-vessels#comments</comments><description>Revision 2 posted to AutoPIPE Wiki by Mike Dattilio on 1/6/2016 7:44:27 PM&lt;br /&gt;
&lt;p style="margin-left:30px;"&gt;&lt;span style="color:#ffffff;font-size:150%;background-color:#008000;"&gt;&lt;strong&gt;Answer:&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;"&gt;&lt;span style="color:#008000;"&gt;Regarding the verification of vertical vessel (column) according to Eurocode EN 1998-1: APV considers that the seismic actions (horizontal) are independent and there is no reason to consider combinations of paragraph 4.3.3.5.1 (2) (3).&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: EN seismic code, AutoPIPE Vessel&lt;/div&gt;
</description></item><item><title>Seismic Eurocode</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/24124/14-are-load-combinations-considered-for-en-1998-1-eurocode-seismic-calculations-for-vertical-vessels/revision/1</link><pubDate>Mon, 21 Sep 2015 23:15:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:468cf819-5e4a-4ebf-bcbf-1f39f63e0565</guid><dc:creator>Sudip Ganguly</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/24124/14-are-load-combinations-considered-for-en-1998-1-eurocode-seismic-calculations-for-vertical-vessels#comments</comments><description>Revision 1 posted to AutoPIPE Wiki by Sudip Ganguly on 9/21/2015 11:15:29 PM&lt;br /&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;code&gt;&lt;span style="font-family:arial,helvetica,sans-serif;"&gt;Q. Are load combinations considered for EN 1998-1 Eurocode seismic calculations for vertical vessels?&lt;/span&gt;&lt;/code&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;code&gt;&lt;/code&gt;&lt;code&gt;&lt;span style="font-family:arial,helvetica,sans-serif;"&gt;Ans: &lt;span&gt;Regarding the verification of vertical vessel (column) according to Eurocode EN 1998-1: APV considers that the seismic actions (horizontal) are independent and there is no reason to consider combinations of paragraph 4.3.3.5.1 (2) (3).&lt;/span&gt;&lt;/span&gt;&lt;/code&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:75%;"&gt;&lt;span style="font-family:arial,helvetica,sans-serif;"&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:Times New Roman;font-size:medium;"&gt; &lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: EN seismic code, AutoPIPE Vessel&lt;/div&gt;
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