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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>Period Time Range</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/168492/period-time-range</link><description>What is the period time range of first mode of RC high rise buildings under seismic loads?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Period Time Range</title><link>https://communities.bentley.com/thread/483222?ContentTypeID=1</link><pubDate>Wed, 26 Sep 2018 16:05:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3f344ed8-71e1-4ada-9ea9-0105423952d4</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;In the US there is an approximate period value Ta that gives a decent estimate, but a Moment Frame structure might be significantly longer.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/ta_5F00_asce_5F00_7_2D00_10.png" /&gt;&lt;/p&gt;
&lt;p&gt;Staad can, of course, calculate the periods through eigensolution.&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/29023/calculating-modes-and-frequencies"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29023/calculating-modes-and-frequencies&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>