{"id":4441,"date":"2021-06-24T11:45:42","date_gmt":"2021-06-24T08:45:42","guid":{"rendered":"https:\/\/www.ekvilibris.lt\/?p=4441"},"modified":"2021-06-24T11:45:43","modified_gmt":"2021-06-24T08:45:43","slug":"ek417","status":"publish","type":"post","link":"https:\/\/www.ekvilibris.lt\/?p=4441","title":{"rendered":"EK417"},"content":{"rendered":"\n<p>SOFTWARE: 2D Frame Analysis Dynamic Edition<\/p>\n\n\n\n<p>DEVELOPER: EngiSSol<\/p>\n\n\n\n<p>LINK: <a href=\"https:\/\/www.engissol.com\/demos.html\">https:\/\/www.engissol.com\/demos.html<\/a><\/p>\n\n\n\n<p>PLATFORM: Windows<\/p>\n\n\n\n<p>MAIN APPLICABILITY:<\/p>\n\n\n\n<p>Software for <strong>static<\/strong> and <strong>dynamic<\/strong> analysis of 2D <strong>frames<\/strong>.<\/p>\n\n\n\n<p>MAIN FEATURES:<\/p>\n\n\n\n<ul><li>Possibility to create geometry in coordinates.<\/li><li>Local, global and projected global coordinates systems for the application of loads.<\/li><li><strong>Thermal loads<\/strong>.<\/li><li><strong>Spring supports<\/strong>.<\/li><li><strong>Timoshenko<\/strong> elements.<\/li><li>Parallel processing algorithms for optimal analysis performance.<\/li><li>Incremental <strong>non-linear static analysis<\/strong> (<strong>second order effects<\/strong>).<\/li><li><strong>Modal analysis<\/strong> for the estimation of dynamic <strong>modes<\/strong>, <strong>periods<\/strong>, <strong>frequencies<\/strong>.<\/li><li><strong>Time history analysis<\/strong>.<\/li><li><strong>Response spectrum analysis<\/strong>.<\/li><li><strong>Stiffness matrix<\/strong> update options.<\/li><li>Representation of the results in tabular form that is exportable to Excel.<\/li><li>Automatic creation of calculation report that can be exported to Word, Excel or PDF formats.<\/li><\/ul>\n\n\n\n<p>MISSING FEATURES:<\/p>\n\n\n\n<ul><li>Member stress results.<\/li><\/ul>\n","protected":false},"excerpt":{"rendered":"<p>SOFTWARE: 2D Frame Analysis Dynamic Edition DEVELOPER: EngiSSol LINK: https:\/\/www.engissol.com\/demos.html PLATFORM: Windows MAIN APPLICABILITY: Software for static and dynamic analysis of 2D frames. MAIN FEATURES: Possibility to create geometry in [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[1841],"tags":[1909,971,1454,1912,1913,1851,1914,1916,1911,1849,1457,703,1848,1915,1910],"_links":{"self":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts\/4441"}],"collection":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=4441"}],"version-history":[{"count":1,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts\/4441\/revisions"}],"predecessor-version":[{"id":4442,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts\/4441\/revisions\/4442"}],"wp:attachment":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=4441"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=4441"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=4441"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}