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  <title>CAD Forum discussion (EN) : Structural Analysis for a Building</title>
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  <pubDate>Mon, 06 Apr 2026 11:53:21 +0000</pubDate>
  <lastBuildDate>Wed, 13 May 2009 14:16:54 +0000</lastBuildDate>
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   <title><![CDATA[Structural Analysis for a Building : For the last several decades...]]></title>
   <link>https://www.cadforum.cz/forum_en/forum_posts.asp?TID=1997&amp;PID=5523&amp;title=structural-analysis-for-a-building#5523</link>
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    <![CDATA[<strong>Author:</strong> <a href="https://www.cadforum.cz/forum_en/member_profile.asp?PF=50858">jefrinkaith</a><br /><strong>Subject:</strong> 1997<br /><strong>Posted:</strong> 13.May.2009 at 14:16<br /><br /><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p></span><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;">For thelast several decades <b>structural model analysis</b> is being increasinglyrecognized as a valuable supplement to the usual theoretical methods of structuralanalysis and design. Models are adopted for solving structural problems mainlyfor two reasons –<o:p></o:p></span><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p>-&gt; toverify the mathematical analysis of a complicated structure.</span></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;">-&gt; tounderstand the building structure when mathematical analysis is eitherimpossible or impractical.<o:p></o:p></span></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p>It is notalways possible to design and load a building model so that its response issimilar to that of an actual structure called the sample or prototype. Completesimilarity between the model and the sample may also be difficult to achieveparticularly in case of structures subjected to dynamic loading.<o:p></o:p></span></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p>Use of structuremodels is often advantageous in the following two scenarios:<o:p></o:p></span></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p>-&gt; Newdesign for which no practical experience or test data is available and forwhich a vigorous mathematical analysis is impracticable because of thecomplications involved.<o:p></o:p></span></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;">-&gt; For periodicchecking of different structures like steel structure, wooden structure orcomposite structure.<o:p></o:p></span></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p>There arevarious methods available in structural engineering to derive a model based onstructure analysis but most popular methods are Indirect method and Directmethod.<o:p></o:p></span></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p></span><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;">Indirectmethod:</span><b><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p></span></b></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;">Theindirect method of analysis of structures is probably the most useful of all tothe practicing engineers. The models are easy to make from cardboard and noprecision loading or measuring instrument is required. The method is mostsuitable for plane frames or structures which can be conveniently consideredfor analysis purposes.<o:p></o:p></span></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p></span><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;">Directmethod:</span><b><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;"><o:p></o:p></span></b></p><p ="Ms&#111;normal" style="text-align: justify; line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;">Direct methodof model analysis requires laboratory facilities and precision measuring in instrument.Such analysis is often elaborate and expensive and must generally be performedby specialists. The direct method techniques are useful to study structurestability and dynamic characteristics of various building components and have meritof simplicity, efficiency, and accuracy in computation. It can be easilyapplied to structures that contain a large number of degrees of freedom. Inlaboratory direct method is used to generate 3D/4D models and Revit structures forvarious residential, commercial and industrial building structures.<o:p></o:p></span></p><p ="Ms&#111;normal" style="line-height: 150%;"><span style="font-size: 10pt; line-height: 150%; font-family: &quot;Trebuchet MS&quot;;">For any query related to structural analysis models email us atinfo@outsourcestructuraldrafting.com<o:p></o:p></span></p>]]>
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   <pubDate>Wed, 13 May 2009 14:16:54 +0000</pubDate>
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