<?xml version='1.0' encoding='UTF-8'?><?xml-stylesheet href="http://www.blogger.com/styles/atom.css" type="text/css"?><feed xmlns='http://www.w3.org/2005/Atom' xmlns:openSearch='http://a9.com/-/spec/opensearchrss/1.0/' xmlns:georss='http://www.georss.org/georss' xmlns:gd='http://schemas.google.com/g/2005' xmlns:thr='http://purl.org/syndication/thread/1.0'><id>tag:blogger.com,1999:blog-2742105122516775689</id><updated>2011-11-27T15:27:04.422-08:00</updated><title type='text'>Análisis Estructural</title><subtitle type='html'></subtitle><link rel='http://schemas.google.com/g/2005#feed' type='application/atom+xml' href='http://analisis-estructural.blogspot.com/feeds/posts/default'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/2742105122516775689/posts/default?max-results=100'/><link rel='alternate' type='text/html' href='http://analisis-estructural.blogspot.com/'/><link rel='hub' href='http://pubsubhubbub.appspot.com/'/><author><name>larisa</name><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><generator version='7.00' uri='http://www.blogger.com'>Blogger</generator><openSearch:totalResults>1</openSearch:totalResults><openSearch:startIndex>1</openSearch:startIndex><openSearch:itemsPerPage>100</openSearch:itemsPerPage><entry><id>tag:blogger.com,1999:blog-2742105122516775689.post-1417620572561198224</id><published>2008-02-26T09:40:00.000-08:00</published><updated>2008-12-08T18:57:44.196-08:00</updated><title type='text'>Análisis Estructural</title><content type='html'>&lt;a href="http://1.bp.blogspot.com/_NpyrmKpEmjY/R8RQbbEF2DI/AAAAAAAAAbQ/YmXOFgcNhks/s1600-h/ima2.jpg"&gt;&lt;img id="BLOGGER_PHOTO_ID_5171346704179779634" style="FLOAT: left; MARGIN: 0px 10px 10px 0px; CURSOR: hand" alt="" src="http://1.bp.blogspot.com/_NpyrmKpEmjY/R8RQbbEF2DI/AAAAAAAAAbQ/YmXOFgcNhks/s320/ima2.jpg" border="0" /&gt;&lt;/a&gt; &lt;strong&gt;Análisis estructural &lt;/strong&gt;&lt;div&gt;&lt;br /&gt;&lt;div&gt;&lt;/div&gt;&lt;div&gt;Análisis estructural se refiere al uso de las ecuaciones de la resistencia de materiales para encontrar los esfuerzos internos que actúan sobre una estructura resistente, como edificaciones o esqueletos resistentes de maquinaria.&lt;/div&gt;&lt;div&gt;&lt;/div&gt;&lt;br /&gt;&lt;div&gt;&lt;strong&gt;Métodos de análisis estructural&lt;/strong&gt;&lt;br /&gt;&lt;/div&gt;&lt;div&gt;&lt;strong&gt;Determinación de esfuerzos&lt;br /&gt;&lt;/strong&gt;El tipo de método empleado difiere según la complejidad y precisión requerida por los cálculos:&lt;br /&gt;&lt;br /&gt;&lt;a href="http://1.bp.blogspot.com/_NpyrmKpEmjY/R8RQUbEF2CI/AAAAAAAAAbI/a1jGCTzGelY/s1600-h/ima1.jpg"&gt;&lt;img id="BLOGGER_PHOTO_ID_5171346583920695330" style="FLOAT: left; MARGIN: 0px 10px 10px 0px; CURSOR: hand" alt="" src="http://1.bp.blogspot.com/_NpyrmKpEmjY/R8RQUbEF2CI/AAAAAAAAAbI/a1jGCTzGelY/s320/ima1.jpg" border="0" /&gt;&lt;/a&gt;Así para determinar esfuerzos sobre marcos o pórticos se usa frecuentemente el método matricial de la rigidez basado en el modelo de barras largas, que modeliza los elementos resistentes como elementos unidimensionales sometidos predominantemente a flexión&lt;br /&gt;Cuando se trata de analizar elementos más pequeños o con forma irregular donde pueden producirse concentraciones de tensiones se usan métodos numéricos más complejos como el Método de los elementos finitos.&lt;/div&gt;&lt;/div&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/2742105122516775689-1417620572561198224?l=analisis-estructural.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://analisis-estructural.blogspot.com/feeds/1417620572561198224/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://www.blogger.com/comment.g?blogID=2742105122516775689&amp;postID=1417620572561198224' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/2742105122516775689/posts/default/1417620572561198224'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/2742105122516775689/posts/default/1417620572561198224'/><link rel='alternate' type='text/html' href='http://analisis-estructural.blogspot.com/2008/02/anlisis-estructural.html' title='Análisis Estructural'/><author><name>larisa</name><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><media:thumbnail xmlns:media='http://search.yahoo.com/mrss/' url='http://1.bp.blogspot.com/_NpyrmKpEmjY/R8RQbbEF2DI/AAAAAAAAAbQ/YmXOFgcNhks/s72-c/ima2.jpg' height='72' width='72'/><thr:total>0</thr:total></entry></feed>
