{"id":1145,"date":"2018-02-11T11:37:14","date_gmt":"2018-02-11T10:37:14","guid":{"rendered":"https:\/\/www.nextfem.it\/it\/?page_id=1145"},"modified":"2018-11-26T16:47:20","modified_gmt":"2018-11-26T15:47:20","slug":"importexport-2","status":"publish","type":"page","link":"https:\/\/www.nextfem.it\/it\/importexport-2\/","title":{"rendered":"Import&#038;Export"},"content":{"rendered":"<p>NextFEM Designer pu\u00f2 importare ed esportare da e verso molti formati, come ad esempio Abaqus\/Calculix, Midas GEN, SAP2000.<\/p>\n<p style=\"text-align: center;\"><strong>Supporto BIM avanzato &#8211; condividi il modello 3D con i tuoi collaboratori e clienti, anche via Web<br \/>\n<\/strong><\/p>\n<p style=\"text-align: center;\"><iframe style=\"overflow: scroll;\" src=\"https:\/\/nextfem.it\/blog\/NFviewer\/building.html\" name=\"frame1\" scrolling=\"auto\" width=\"100%\" height=\"400px\" frameborder=\"no\" align=\"middle\"><\/iframe><br \/>\nModello 3D dell&#8217;edificio &#8211; <em>Ruota con il tasto sinistro, zoom con rotellina<br \/>\n<\/em><\/p>\n<p>Tutti i marchi citati sono dei rispettivi produttori.<\/p>\n<h2>Importazione<\/h2>\n<h3><a name=\"_Toc504213425\"><\/a><a name=\"_Toc442180760\"><\/a>OpenSees<\/h3>\n<p>Pre-processing:<\/p>\n<ul>\n<li>Nodi<\/li>\n<li>UniaxialMaterial (partial reading)\n<ul>\n<li>elastic<\/li>\n<li>elasticPP<\/li>\n<li>elasticPPgap<\/li>\n<li>ENT<\/li>\n<li>Concrete01<\/li>\n<li>Concrete02<\/li>\n<li>Concrete03<\/li>\n<li>Steel01<\/li>\n<li>Steel02<\/li>\n<\/ul>\n<\/li>\n<li>NDMaterial\n<ul>\n<li>ElasticIsotropic<\/li>\n<\/ul>\n<\/li>\n<li>Sezioni (supporto parziale)\n<ul>\n<li>Fiber<\/li>\n<li>PlateFiber<\/li>\n<li>LayeredShell<\/li>\n<\/ul>\n<\/li>\n<li>Elementi\n<ul>\n<li>ShellMITC4<\/li>\n<li>quad<\/li>\n<li>bbarQuad<\/li>\n<li>enhancedQuad<\/li>\n<li>quadUP (both)<\/li>\n<li>ShellDKGQ<\/li>\n<li>ShellNLDKGQ<\/li>\n<li>ShellNL (treated as 8-node shell)<\/li>\n<li>ElasticBeamColumn<\/li>\n<li>ElasticTimoshenkoBeam<\/li>\n<li>ForceBeamColumn<\/li>\n<li>DispBeamColumn<\/li>\n<li>beamWithHinges<\/li>\n<li>truss e trussf<\/li>\n<li>corotTruss<\/li>\n<li>rotspring2dir<\/li>\n<li>zeroLength<\/li>\n<li>zeroLengthND<\/li>\n<li>zeroLengthSection<\/li>\n<li>stdBrick<\/li>\n<li>bbarBrick<\/li>\n<li>Brick8N<\/li>\n<li>brickUP<\/li>\n<li>Brick20N<\/li>\n<li>20_8_BrickUP<\/li>\n<\/ul>\n<\/li>\n<li>Fix, fixX, fixY, fixZ Commands<\/li>\n<li>GeomTransf Commands<\/li>\n<li>Uniform Beam Loads<\/li>\n<li>Nodal Loads<\/li>\n<\/ul>\n<p>Post-processing:<\/p>\n<ul>\n<li>Displacements recorder<\/li>\n<li>Reactions recorder<\/li>\n<li>Modal Eigenvectors recorder<\/li>\n<li>Custom spring data<\/li>\n<\/ul>\n<p>&nbsp;AVVISO: L\u2019importazione di modelli OpenSees potrebbe essere incompleta. Utilizzare sempre recoder definiti in modo pi\u00f9 completo possibile nei GdL e negli oggetti da registrare&nbsp; (es. \u201crecorder Node -file disp.out -time -nodeRange 0 124 -dof 1 2 3 4 5 6 disp\u201d).<\/p>\n<h3><a name=\"_Toc504213426\"><\/a><a name=\"_Toc442180761\"><\/a>Midas GEN\u00ae<\/h3>\n<p>Pre-processing:<\/p>\n<ul>\n<li>Nodi<\/li>\n<li>Elementi\n<ul>\n<li>Beam<\/li>\n<li>Truss<\/li>\n<li>Plate<\/li>\n<li>Wall<\/li>\n<li>Elastic link (importati con numerazione da 9000 in poi come elementi molla)<\/li>\n<\/ul>\n<\/li>\n<li>Frame Sections\n<ul>\n<li>Rectangular<\/li>\n<li>Circular<\/li>\n<\/ul>\n<\/li>\n<li>Plate and Wall sections<\/li>\n<li>Materiali<\/li>\n<li>Member assignments<\/li>\n<li>Constraints<\/li>\n<li>Groups<\/li>\n<li>Frame releases<\/li>\n<li>Static load cases<\/li>\n<li>Load combinations<\/li>\n<li>Distributed beam loads<\/li>\n<li>Point loads<\/li>\n<\/ul>\n<p>Post-processing:<\/p>\n<ul>\n<li>Sollecitazioni travi da tabella<\/li>\n<li>Spostamenti nodali da tabella<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213427\"><\/a><a name=\"_Toc442180762\"><\/a>SAP2000\u00ae<\/h3>\n<p>Per importare un modello dal formato SAP2000, cliccare sul comando <em>File\/Import<\/em> e scegliere l\u2019opzione <em>SAP2000 text file (*.s2k)<\/em> dal menu a tendina.<\/p>\n<p>Tipi di dati supportati:<\/p>\n<ul>\n<li>Joint coordinates<\/li>\n<li>Joint restraint assignments<\/li>\n<li>Frame connectivity<\/li>\n<li>Link connectivity<\/li>\n<li>Area connectivity<\/li>\n<li>General frame section properties<\/li>\n<li>Area section properties\n<ul>\n<li>Rectangular<\/li>\n<li>circular<\/li>\n<\/ul>\n<\/li>\n<li>General frame release assignments<\/li>\n<li>Frame section assignments<\/li>\n<li>Area section assignments<\/li>\n<li>Basic mechanical material properties<\/li>\n<li>Joint loads<\/li>\n<li>Load case definitions<\/li>\n<\/ul>\n<p>Post-processing:<\/p>\n<ul>\n<li>Modal periods and frequencies<\/li>\n<li>Joint displacements<\/li>\n<li>Joint reactions<\/li>\n<li>Frame element forces<\/li>\n<li>Shell element forces<\/li>\n<li>Shell element stresses<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213428\"><\/a><a name=\"_Toc442180763\"><\/a>OOFEM<\/h3>\n<p>Pre-processing:<\/p>\n<ul>\n<li>Analysis type<\/li>\n<li>Node<\/li>\n<li>Rigidarmnode<\/li>\n<li>Beam3D<\/li>\n<li>Truss3D<\/li>\n<li>quad1mindlinshell3d<\/li>\n<li>mitc4shell<\/li>\n<li>tr_shell01<\/li>\n<li>tr_shell02<\/li>\n<li>LSpace<\/li>\n<li>LTRSpace<\/li>\n<li>QSpace<\/li>\n<\/ul>\n<p>Post-processing:<\/p>\n<ul>\n<li>Node displacements<\/li>\n<li>Node reactions<\/li>\n<li>Element forces and moments<\/li>\n<li>Element strains<\/li>\n<li>Element stresses<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213429\"><\/a><a name=\"_Toc442180764\"><\/a>ADAPTIC and Zeus-NL<\/h3>\n<p>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Pre-processing:<\/p>\n<ul>\n<li>Materials<\/li>\n<li>Groups<\/li>\n<li>Structural Nodal Coordinates (with or without repetitions)<\/li>\n<li>Non-structural Nodes (with or without repetitions)<\/li>\n<li>Element connectivity (with or without repetitions)\n<ul>\n<li>CBP3<\/li>\n<li>CBP2<\/li>\n<li>LNK3<\/li>\n<li>JEL3<\/li>\n<li>IN16 (partitioning supported)<\/li>\n<li>BK20 (partitioning supported)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>Post-processing features:<\/p>\n<ul>\n<li>Nodal displacements<\/li>\n<li>Nodal velocities (disable by default, check Options)<\/li>\n<li>Nodal accelerations (disable by default, check Options)<\/li>\n<li>Reactions<\/li>\n<li>Frame diagrams for cbp2, cbp3, lnk3 (in global coordinates), jel3.<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213430\"><\/a><a name=\"_Toc442180765\"><\/a>ABAQUS\u00ae &nbsp;e CalculiX<\/h3>\n<p>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Pre-processing:<\/p>\n<ul>\n<li>Nodi<\/li>\n<li>Elementi\n<ul>\n<li>B22<\/li>\n<li>B23<\/li>\n<li>B31<\/li>\n<li>S3<\/li>\n<li>CPS3<\/li>\n<li>S4<\/li>\n<li>S4R<\/li>\n<li>CPS4<\/li>\n<li>C3D4<\/li>\n<li>C3D10<\/li>\n<li>C3D8<\/li>\n<li>C3D20<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>Post-processing:<\/p>\n<ul>\n<li>Non disponibili<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213431\"><\/a><a name=\"_Toc442180766\"><\/a>Dxf<\/h3>\n<p>Pre-processing:<\/p>\n<ul>\n<li>Punti<\/li>\n<li>Linee<\/li>\n<li>AVVISO: La correttezza dei risultati non \u00e8 garantita. Controllare sempre accuratamente il modello importato.<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213432\"><\/a>Straus7\u00ae<\/h3>\n<p>Pre-processing:<\/p>\n<ul>\n<li>Units<\/li>\n<li>Nodes<\/li>\n<li>Beam<\/li>\n<li>Beam3<\/li>\n<li>Quad4<\/li>\n<li>Beam rotation angles<\/li>\n<li>Restraints<\/li>\n<li>Ridig links<\/li>\n<li>Master-slave links<\/li>\n<li>Masses<\/li>\n<li>Beam sections.<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h3><a name=\"_Toc504213433\"><\/a>File BIM \u2013 IFC e IFCxml<\/h3>\n<p>L\u2019importazione di modelli BIM \u00e8 supportata nei formati IFC e IFCxml. Durante l\u2019importazione gli elementi IfcWall vengono meshati automaticamente con elementi quad in mesh strutturata. La dimensione della mesh pu\u00f2 essere specificata nelle opzioni del programma. Le tolleranze nella posizione di finestre e porte non supera la met\u00e0 della dimensione della mesh.<\/p>\n<p>\u00c8 supportata la lettura di:<\/p>\n<ul>\n<li>IfcBeam<\/li>\n<li>IfcColumn<\/li>\n<li>IfcWall<\/li>\n<li>Sezioni trasversali come SweptSolid, Curve2d e MappedRepresentation.<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h2><a name=\"_Toc504213434\"><\/a><a name=\"_Toc442180767\"><\/a><a name=\"_Toc435008245\"><\/a>Export<\/h2>\n<h3><a name=\"_Toc504213435\"><\/a><a name=\"_Toc442180768\"><\/a>ABAQUS\u00ae<\/h3>\n<ul>\n<li>Nodi<\/li>\n<li>Elementi\n<ul>\n<li>B33<\/li>\n<li>CPE2<\/li>\n<li>CPS3<\/li>\n<li>S3<\/li>\n<li>CPE4<\/li>\n<li>CPS4<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213436\"><\/a><a name=\"_Toc442180769\"><\/a>OpenSees<\/h3>\n<ul>\n<li>Nodi<\/li>\n<li>Elementi\n<ul>\n<li>elasticBeamColumn<\/li>\n<li>ShellMITC4<\/li>\n<li>twoNodeLink (per le molle)<\/li>\n<li>stdBrick<\/li>\n<li>Brick20N<\/li>\n<\/ul>\n<\/li>\n<li>Sezioni\n<ul>\n<li>PlateFiber<\/li>\n<\/ul>\n<\/li>\n<li>Isotropic Materials\n<ul>\n<li>nDMaterial ElasticIsotropic<\/li>\n<\/ul>\n<\/li>\n<li>Restraints<\/li>\n<li>Nodal loads<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213437\"><\/a><a name=\"_Toc442180770\"><\/a>Midas GEN\u00ae<\/h3>\n<ul>\n<li>Nodi<\/li>\n<li>Elementi\n<ul>\n<li>Beam<\/li>\n<li>Triangular plates<\/li>\n<li>Quadrilateral plates<\/li>\n<\/ul>\n<\/li>\n<li>Groups<\/li>\n<li>Isotropic materials<\/li>\n<li>Wall and plate sections<\/li>\n<li>Restraints<\/li>\n<li>Elastic link<\/li>\n<li>Nodal masses<\/li>\n<li>Loads cases<\/li>\n<li>Concentrated loads<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213438\"><\/a><a name=\"_Toc442180771\"><\/a>SAP2000\u00ae<\/h3>\n<ul>\n<li>Joints<\/li>\n<li>Frame connectivity<\/li>\n<li>Area connect<\/li>\n<li>Basic material properties<\/li>\n<li>Frame sections<\/li>\n<li>Area section ( AVVISO: thick shells con drilling DOFs)<\/li>\n<li>Section assignments<\/li>\n<li>Load cases ( AVVISO: Self weight impostato a zero)<\/li>\n<li>Restraints<\/li>\n<li>Linear links( AVVISO: non completamente supportati)<\/li>\n<li>Concentrated masses<\/li>\n<li>Concentrated loads<\/li>\n<li>Groups<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213439\"><\/a><a name=\"_Toc442180772\"><\/a>OOFEM<\/h3>\n<ul>\n<li>Analysis\n<ul>\n<li>Linear static<\/li>\n<\/ul>\n<\/li>\n<li>Nodi<\/li>\n<li>Elementi\n<ul>\n<li>Beam3D<\/li>\n<li>Truss3D<\/li>\n<li>Tr_shell01<\/li>\n<li>Quad1mindlinshell3d<\/li>\n<li>Lumped mass<\/li>\n<li>LTRSpace<\/li>\n<li>LSpace<\/li>\n<li>QSPace<\/li>\n<\/ul>\n<\/li>\n<li>Sections<\/li>\n<li>Isotropic materials<\/li>\n<li>Boundary conditions<\/li>\n<li>Sets<\/li>\n<\/ul>\n<h3><a name=\"_Toc504213440\"><\/a><a name=\"_Toc442180773\"><\/a>Dxf<\/h3>\n<ul>\n<li>Punti<\/li>\n<li>Linee<\/li>\n<li>Elementi piani<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h3><a name=\"_Toc504213441\"><\/a>File BIM \u2013 IFC e IFCxml<\/h3>\n<ul>\n<li>IfcBeam<\/li>\n<li>IfcColumn<\/li>\n<\/ul>\n<p>&nbsp;AVVISO: &nbsp;la corretta esportazione dei risultati non \u00e8 garantita.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>NextFEM Designer pu\u00f2 importare ed esportare da e verso molti formati, come ad esempio Abaqus\/Calculix, Midas GEN, SAP2000. Supporto BIM avanzato &#8211; condividi il modello 3D con i tuoi collaboratori &#8230;<\/p>\n","protected":false},"author":136,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":""},"class_list":["post-1145","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.nextfem.it\/it\/wp-json\/wp\/v2\/pages\/1145","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.nextfem.it\/it\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.nextfem.it\/it\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.nextfem.it\/it\/wp-json\/wp\/v2\/users\/136"}],"replies":[{"embeddable":true,"href":"https:\/\/www.nextfem.it\/it\/wp-json\/wp\/v2\/comments?post=1145"}],"version-history":[{"count":0,"href":"https:\/\/www.nextfem.it\/it\/wp-json\/wp\/v2\/pages\/1145\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.nextfem.it\/it\/wp-json\/wp\/v2\/media?parent=1145"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}