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    <title>topic Re: SEISMIC ISOLATED BUILDING in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/8181757#M35344</link>
    <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/838194"&gt;@StefanoPasquini6790&lt;/a&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thank you for sharing the solution with others.&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Tue, 07 Aug 2018 08:53:43 GMT</pubDate>
    <dc:creator>Artur.Kosakowski</dc:creator>
    <dc:date>2018-08-07T08:53:43Z</dc:date>
    <item>
      <title>SEISMIC ISOLATED BUILDING</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/7802669#M35339</link>
      <description>&lt;P&gt;Good morning at all,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I'm designing a seismically isolated building with the seismic devices placed in the top of the column of the ground floor. Well, the model it works perfectly, I made all the manual checks to validate it.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;My question is: the storeys that are placed over the base isolation devices have a displacement of about 300 mm, how can I keep in count the effect of this displacement as load eccentricity in the top of the rc column?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thank in advance!&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 23 Feb 2018 11:18:28 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/7802669#M35339</guid>
      <dc:creator>StefanoPasquini6790</dc:creator>
      <dc:date>2018-02-23T11:18:28Z</dc:date>
    </item>
    <item>
      <title>Re: SEISMIC ISOLATED BUILDING</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/7802960#M35340</link>
      <description>&lt;P&gt;Hi again,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;to be&amp;nbsp;more clear in this topic, here attached two pics of a little part of the model, where it can be understood the geometry of the problem.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Detail of the model" style="width: 705px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/466777iACAD2F685EFB7894/image-size/large?v=v2&amp;amp;px=999" role="button" title="Isolation 1.jpg" alt="Detail of the model" /&gt;&lt;span class="lia-inline-image-caption" onclick="event.preventDefault();"&gt;Detail of the model&lt;/span&gt;&lt;/span&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Displacement in seismic condition" style="width: 705px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/466776i5476C54746293376/image-size/large?v=v2&amp;amp;px=999" role="button" title="Isolation 2.jpg" alt="Displacement in seismic condition" /&gt;&lt;span class="lia-inline-image-caption" onclick="event.preventDefault();"&gt;Displacement in seismic condition&lt;/span&gt;&lt;/span&gt;&lt;/P&gt;</description>
      <pubDate>Fri, 23 Feb 2018 13:22:33 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/7802960#M35340</guid>
      <dc:creator>StefanoPasquini6790</dc:creator>
      <dc:date>2018-02-23T13:22:33Z</dc:date>
    </item>
    <item>
      <title>Re: SEISMIC ISOLATED BUILDING</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/7803572#M35341</link>
      <description>&lt;P&gt;Ciao Stefano,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;The first solution is to shift the RC column in the direction of the biggest displacement and connect the device and column using a rigid link.&lt;/P&gt;</description>
      <pubDate>Fri, 23 Feb 2018 15:50:42 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/7803572#M35341</guid>
      <dc:creator>Romanich</dc:creator>
      <dc:date>2018-02-23T15:50:42Z</dc:date>
    </item>
    <item>
      <title>Re: SEISMIC ISOLATED BUILDING</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/8181685#M35342</link>
      <description>Second,third, fourth solution (but more time consuming) :&lt;BR /&gt;Second : second order analysis with peudo static forces of your seismic cases&lt;BR /&gt;Third : use the deformed shape update macro on your model and redo a calculation for statics vertical forces&lt;BR /&gt;Fourth : retrieve displacement and effort on the column and apply a moment or an excentric nodal force (keep in mind to equilibrate it at the bottom to have only moment effect) to each column in a new load case via api.</description>
      <pubDate>Tue, 07 Aug 2018 08:31:50 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/8181685#M35342</guid>
      <dc:creator>t.sautierr</dc:creator>
      <dc:date>2018-08-07T08:31:50Z</dc:date>
    </item>
    <item>
      <title>Re: SEISMIC ISOLATED BUILDING</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/8181722#M35343</link>
      <description>&lt;P&gt;Hi everybody, and thank you for your effort.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I soved in a "SAFE WAY" adding a concentrated moment in the top of the rc column that have the magnitude equal to the maximum displacement in the considered direction * SLS QPR vertical force value.... I've done for the four seismic condition and added in combination....&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Excellent result!&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thank you&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Tue, 07 Aug 2018 08:45:15 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/8181722#M35343</guid>
      <dc:creator>StefanoPasquini6790</dc:creator>
      <dc:date>2018-08-07T08:45:15Z</dc:date>
    </item>
    <item>
      <title>Re: SEISMIC ISOLATED BUILDING</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/8181757#M35344</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/838194"&gt;@StefanoPasquini6790&lt;/a&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thank you for sharing the solution with others.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Tue, 07 Aug 2018 08:53:43 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/seismic-isolated-building/m-p/8181757#M35344</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2018-08-07T08:53:43Z</dc:date>
    </item>
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