{"id":10169,"date":"2023-10-27T07:45:33","date_gmt":"2023-10-27T07:45:33","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&#038;p=10169"},"modified":"2024-04-15T07:33:24","modified_gmt":"2024-04-15T07:33:24","slug":"spacial-structure-eigenfrequencies","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/spacial-structure-eigenfrequencies\/","title":{"rendered":"DLX 01: spacial structure &#8211; eigenfrequencies"},"content":{"rendered":"<h2>Description<\/h2>\n<p><img decoding=\"async\" loading=\"lazy\" class=\"size-large wp-image-10438 aligncenter\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132a-1024x510.png\" alt=\"\" width=\"643\" height=\"320\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132a-1024x510.png 1024w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132a-300x149.png 300w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132a-768x382.png 768w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132a-50x25.png 50w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132a-60x30.png 60w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132a-35x17.png 35w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132a.png 1057w\" sizes=\"(max-width: 643px) 100vw, 643px\" \/><\/p>\n<div class=\"su-table\">\n<table>\n<tbody>\n<tr>\n<th rowspan=\"2\">Material<\/th>\n<td><\/td>\n<td>Modulus of elasticity<\/td>\n<td><img loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-2cfe3b92c2259e5477062383ccd22889_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#069;&#032;&#061;&#032;&#050;&#049;&#048;&#032;&#048;&#048;&#048;&#032;&#078;&#047;&#109;&#109;&#094;&#050;\" title=\"Rendered by QuickLaTeX.com\" height=\"20\" width=\"154\" style=\"vertical-align: -5px\" \/><\/td>\n<\/tr>\n<tr>\n<td><\/td>\n<td>Density<\/td>\n<td><img loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-3bad33171b961eb89776217cf379fb98_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#092;&#114;&#104;&#111;&#032;&#061;&#032;&#055;&#056;&#053;&#048;&#107;&#103;&#047;&#109;&#094;&#051;\" title=\"Rendered by QuickLaTeX.com\" height=\"20\" width=\"119\" style=\"vertical-align: -5px\" \/><\/td>\n<\/tr>\n<tr>\n<th rowspan=\"2\">Geometry<\/th>\n<td>Cross-sections<\/td>\n<td><\/td>\n<td>As given in the image above<\/td>\n<\/tr>\n<tr>\n<td>Boundary conditions<\/td>\n<td>Points A<\/td>\n<td>Fixed supports<\/td>\n<\/tr>\n<tr>\n<th>Mesh<\/th>\n<td><\/td>\n<td>No. of divisions<\/td>\n<td>12<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<h2>Results<\/h2>\n<div class=\"su-table\">\n<table>\n<tbody>\n<tr>\n<th>Eigen mode<\/th>\n<th>Shape<\/th>\n<th>Independent reference<\/th>\n<th>Diamonds<\/th>\n<th>Difference<\/th>\n<\/tr>\n<tr>\n<td style=\"text-align: center\">1<\/td>\n<td><img loading=\"lazy\" class=\"alignnone size-full wp-image-10441\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132c1.png\" alt=\"\" width=\"473\" height=\"533\" \/><\/td>\n<td style=\"text-align: center\">10,04Hz<\/td>\n<td style=\"text-align: center\">10,04Hz<\/td>\n<td style=\"text-align: center\">0,00%<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\">2<\/td>\n<td><img loading=\"lazy\" class=\"alignnone size-full wp-image-10442\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132c2.png\" alt=\"\" width=\"476\" height=\"533\" \/><\/td>\n<td style=\"text-align: center\">12,36Hz<\/td>\n<td style=\"text-align: center\">12,37Hz<\/td>\n<td style=\"text-align: center\">0,08%<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\">3<\/td>\n<td><img loading=\"lazy\" class=\"alignnone size-full wp-image-10443\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132c3.png\" alt=\"\" width=\"462\" height=\"534\" \/><\/td>\n<td style=\"text-align: center\">13,06Hz<\/td>\n<td style=\"text-align: center\">13,06Hz<\/td>\n<td style=\"text-align: center\">0,00%<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\">4<\/td>\n<td><img loading=\"lazy\" class=\"alignnone size-full wp-image-10444\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132c4.png\" alt=\"\" width=\"463\" height=\"533\" \/><\/td>\n<td style=\"text-align: center\">17,53Hz<\/td>\n<td style=\"text-align: center\">17,54Hz<\/td>\n<td style=\"text-align: center\">0,06%<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\">5<\/td>\n<td><img loading=\"lazy\" class=\"alignnone size-full wp-image-10445\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132c5.png\" alt=\"\" width=\"455\" height=\"531\" \/><\/td>\n<td style=\"text-align: center\">19,14Hz<\/td>\n<td style=\"text-align: center\">19,15Hz<\/td>\n<td style=\"text-align: center\">0,05%<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\">6<\/td>\n<td><img loading=\"lazy\" class=\"alignnone size-full wp-image-10446\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132c6.png\" alt=\"\" width=\"464\" height=\"542\" \/><\/td>\n<td style=\"text-align: center\">22,36Hz<\/td>\n<td style=\"text-align: center\">22,37Hz<\/td>\n<td style=\"text-align: center\">0,04%<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\">7<\/td>\n<td><img loading=\"lazy\" class=\"alignnone size-full wp-image-10447\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2023\/10\/SDLL132c7.png\" alt=\"\" width=\"460\" height=\"534\" \/><\/td>\n<td style=\"text-align: center\">26,92Hz<\/td>\n<td style=\"text-align: center\">26,93Hz<\/td>\n<td style=\"text-align: center\">0,04%<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<h2>References<\/h2>\n<div>\n<ul>\n<li>M\u00e9caniciens, S. F. D. (1990). <i>Guide de validation des progiciels de calcul des structures: SSLL 132: modes propres d&rsquo;une charpente en poutres multi-fibres<\/i>.<\/li>\n<\/ul>\n<ul>\n<li>Tested in Diamonds 2026.<\/li>\n<\/ul>\n\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Description Results References M\u00e9caniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 132: modes propres d&rsquo;une charpente en poutres multi-fibres.<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[1204],"ht-kb-tag":[],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10169"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/comments?post=10169"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10169\/revisions"}],"predecessor-version":[{"id":12808,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10169\/revisions\/12808"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=10169"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=10169"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=10169"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}