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  <channel>
    <title>topic Re: Slow Calculations/Results Modal Analysis in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8333327#M28723</link>
    <description>&lt;P&gt;Hi @Anonymous&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;SPAN class="tlid-translation translation"&gt;&lt;SPAN class=""&gt;you have not converted cases en masse.&lt;/SPAN&gt; &lt;SPAN&gt;Case 8 that you tried to convert does not contain any load.&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN class=""&gt;You also neglected the density and you did not convert case 10.&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN class=""&gt;I run your model by converting only the 10 selfwiegth case.&lt;/SPAN&gt; And it works fine.&lt;BR /&gt;&lt;SPAN class=""&gt;As you have 2 fixed floors on 8 levels, you will never be able to vibrate the 2 lower levels, so 25% of non-convertible masses.&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;For the message "missing eigenvalues", just clik "No"&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN class="tlid-translation translation"&gt;&lt;SPAN&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Sismic.jpg" style="width: 991px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/557385i20DCB7279EB03834/image-size/large?v=v2&amp;amp;px=999" role="button" title="Sismic.jpg" alt="Sismic.jpg" /&gt;&lt;/span&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Eigenvalue.jpg" style="width: 900px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/557386i8F7ACE7BBA6CDE0A/image-size/large?v=v2&amp;amp;px=999" role="button" title="Eigenvalue.jpg" alt="Eigenvalue.jpg" /&gt;&lt;/span&gt;&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN class="tlid-translation translation"&gt;&lt;SPAN&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Vibration.jpg" style="width: 594px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/557387i57A49A25DCDF1F5E/image-size/large?v=v2&amp;amp;px=999" role="button" title="Vibration.jpg" alt="Vibration.jpg" /&gt;&lt;/span&gt;&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Sun, 14 Oct 2018 19:56:25 GMT</pubDate>
    <dc:creator>Simau</dc:creator>
    <dc:date>2018-10-14T19:56:25Z</dc:date>
    <item>
      <title>Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8332261#M28719</link>
      <description>&lt;P&gt;Hi,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I'm modeling a long building (36x140 m2) and when I run the modal analysis it takes quite a long time calculating. It also says that mass participation is not satisfactory. When I try to see the modes of vibration it gets even slower and I dont get to see them.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Structure has 8 slabs, bottom 2 slabs are simply supported to portray the underground walls. Beam is just on contour of slabs, and slab is simply supported on internal columns. I used emmiters above columns for a better meshing option (High number of nodes).&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;RT file is quite large aprox. 80MB.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Not sure if its normal to take so long due to being a large building, or I am doing something wrong.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks in advance!&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;File to large for attachment.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 13 Oct 2018 14:19:47 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8332261#M28719</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-10-13T14:19:47Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8332269#M28720</link>
      <description>&lt;OL&gt;
&lt;LI&gt;Save the file with a different name and without results(save as) , and then attach it here. Zip/rar it if it is still too big.&lt;/LI&gt;
&lt;/OL&gt;</description>
      <pubDate>Sat, 13 Oct 2018 14:29:51 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8332269#M28720</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2018-10-13T14:29:51Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8332289#M28721</link>
      <description>&lt;P&gt;&lt;SPAN&gt;Sorry, forgot to delete the part where it says file to big for attach. Its zipped in attachment already and I also did it the way you said.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;Thanks.&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Sat, 13 Oct 2018 14:47:57 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8332289#M28721</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-10-13T14:47:57Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8332699#M28722</link>
      <description>&lt;P&gt;Rafael, do you recommend any tutorial for learning Robot?&lt;/P&gt;</description>
      <pubDate>Sat, 13 Oct 2018 23:38:00 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8332699#M28722</guid>
      <dc:creator>eear_gabriel</dc:creator>
      <dc:date>2018-10-13T23:38:00Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8333327#M28723</link>
      <description>&lt;P&gt;Hi @Anonymous&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;SPAN class="tlid-translation translation"&gt;&lt;SPAN class=""&gt;you have not converted cases en masse.&lt;/SPAN&gt; &lt;SPAN&gt;Case 8 that you tried to convert does not contain any load.&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN class=""&gt;You also neglected the density and you did not convert case 10.&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN class=""&gt;I run your model by converting only the 10 selfwiegth case.&lt;/SPAN&gt; And it works fine.&lt;BR /&gt;&lt;SPAN class=""&gt;As you have 2 fixed floors on 8 levels, you will never be able to vibrate the 2 lower levels, so 25% of non-convertible masses.&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;For the message "missing eigenvalues", just clik "No"&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN class="tlid-translation translation"&gt;&lt;SPAN&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Sismic.jpg" style="width: 991px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/557385i20DCB7279EB03834/image-size/large?v=v2&amp;amp;px=999" role="button" title="Sismic.jpg" alt="Sismic.jpg" /&gt;&lt;/span&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Eigenvalue.jpg" style="width: 900px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/557386i8F7ACE7BBA6CDE0A/image-size/large?v=v2&amp;amp;px=999" role="button" title="Eigenvalue.jpg" alt="Eigenvalue.jpg" /&gt;&lt;/span&gt;&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN class="tlid-translation translation"&gt;&lt;SPAN&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Vibration.jpg" style="width: 594px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/557387i57A49A25DCDF1F5E/image-size/large?v=v2&amp;amp;px=999" role="button" title="Vibration.jpg" alt="Vibration.jpg" /&gt;&lt;/span&gt;&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sun, 14 Oct 2018 19:56:25 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8333327#M28723</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2018-10-14T19:56:25Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8335398#M28724</link>
      <description>&lt;P&gt;Well , some 17 years ago I learned Robot by myself consulting the manuals ,help files&amp;nbsp; ,and in last case, emailing the support Guys( the same that are here tody)with my doubts .&lt;/P&gt;
&lt;P&gt;Now there are lots of sources . Search the fixed threads especially&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;A href="https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vault-lots-of-information-for-new-users-in-one-place/td-p/5604513" target="_blank"&gt;https://forums.autodesk.com/t5/robot-structural-analysis-forum/robot-vault-lots-of-information-for-new-users-in-one-place/td-p/5604513&lt;/A&gt;&lt;/P&gt;
&lt;P&gt;&lt;A href="https://forums.autodesk.com/t5/robot-structural-analysis-forum/latest-updates-new-knowledge-network-articles-robot-structural/td-p/7724541" target="_blank"&gt;https://forums.autodesk.com/t5/robot-structural-analysis-forum/latest-updates-new-knowledge-network-articles-robot-structural/td-p/7724541&lt;/A&gt;&lt;/P&gt;
&lt;P&gt;The official RSA webinars on &lt;A href="https://www.youtube.com/playlist?list=PLY-ggSrSwbZqow_60fiqJwS69mg1nQMzk" target="_blank"&gt;Build your Robot Structural Analysis IQ - YouTube&lt;/A&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;A good book on &lt;A href="https://www.amazon.co.uk/s/ref=dp_byline_sr_book_1?ie=UTF8&amp;amp;text=Ken+Marsh&amp;amp;search-alias=books-uk&amp;amp;field-author=Ken+Marsh&amp;amp;sort=relevancerank" target="_blank"&gt;https://www.amazon.co.uk/s/ref=dp_byline_sr_book_1?ie=UTF8&amp;amp;text=Ken+Marsh&amp;amp;search-alias=books-uk&amp;amp;field-author=Ken+Marsh&amp;amp;sort=relevancerank&lt;/A&gt;&lt;/P&gt;
&lt;P&gt;And of course&amp;nbsp; ,now we have this forum which ,in my opinion , is the best soucefor easy and fast RSA knowledge .&lt;/P&gt;
&lt;P&gt;By far the best among all Structural software packages in the market&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 15 Oct 2018 17:16:41 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8335398#M28724</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2018-10-15T17:16:41Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8335885#M28725</link>
      <description>&lt;P&gt;Thanks for the help.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Ive considered just case 10 for mass conversion and I have not considered the "disregard density" option. When I run it on my laptop it takes about 25 mins for the full process (verification and analysis). I started the calculations at 20h49 and got through the whole process at 21h13. Does that seem reasonable?&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;The modes I am retrieving are different from the ones you posted. Not sure what it is I'm missing here.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 15 Oct 2018 20:23:53 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8335885#M28725</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-10-15T20:23:53Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8335970#M28726</link>
      <description>&lt;P&gt;@Anonymous&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;looking at your results, we get the same mobilzed masses.&lt;/P&gt;&lt;P&gt;Frequencies are slightly different.&lt;/P&gt;&lt;P&gt;Did you get warning about "missing eigenvalues" and what did you reply: "yes" or "no"?&lt;/P&gt;</description>
      <pubDate>Mon, 15 Oct 2018 21:11:42 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8335970#M28726</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2018-10-15T21:11:42Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8336033#M28727</link>
      <description>&lt;P&gt;"No" as you said.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;How long does it take you to run the calculations?&lt;/P&gt;</description>
      <pubDate>Mon, 15 Oct 2018 21:51:20 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8336033#M28727</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-10-15T21:51:20Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8336113#M28728</link>
      <description>&lt;P&gt;Yes&lt;/P&gt;&lt;P&gt;calculation time is reasonable, 24 min also here.&lt;/P&gt;&lt;P&gt;You may reduce time by increasing mesh size, you have 161280 finite elements and 902088 degres of freedom&lt;/P&gt;</description>
      <pubDate>Mon, 15 Oct 2018 22:35:32 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8336113#M28728</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2018-10-15T22:35:32Z</dc:date>
    </item>
    <item>
      <title>Re: Slow Calculations/Results Modal Analysis</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8337055#M28729</link>
      <description>&lt;P&gt;Cheers mate..I`ll definitely have a look at these sources..thanks again&lt;/P&gt;</description>
      <pubDate>Tue, 16 Oct 2018 10:17:59 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/slow-calculations-results-modal-analysis/m-p/8337055#M28729</guid>
      <dc:creator>eear_gabriel</dc:creator>
      <dc:date>2018-10-16T10:17:59Z</dc:date>
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