<?xml version="1.0" encoding="UTF-8" ?>
<?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>Having Doubt in STAAD Seismic Analysis for New Zealand Project</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/228114/having-doubt-in-staad-seismic-analysis-for-new-zealand-project</link><description>Currently Working on Pipe rack Design for the New Zealand site. And I want to do Seismic analysis for the pipe rack. I have seen the seismic code list which is available in software. New Zealand Seismic code is not available in code list then how we can</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Having Doubt in STAAD Seismic Analysis for New Zealand Project</title><link>https://communities.bentley.com/thread/705430?ContentTypeID=1</link><pubDate>Thu, 07 Apr 2022 12:45:53 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:031184be-6b26-491f-ad2d-992e24cc1559</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;If you need to use a static seismic method to apply the seismic load, then you will need to calculate these seismic loads manually and apply it to the structure as nodal loads.&lt;/p&gt;
&lt;p&gt;If you need to use a Response Spectrum method, then you may use a Custom code in the Response Spectrum load and enter period vs acceleration pairs manually:&lt;br /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1649335631989v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>