{"id":649,"date":"2022-06-20T11:41:26","date_gmt":"2022-06-20T09:41:26","guid":{"rendered":"https:\/\/icab.eu\/pro\/?page_id=649"},"modified":"2022-06-20T13:03:13","modified_gmt":"2022-06-20T11:03:13","slug":"formations-icab","status":"publish","type":"page","link":"https:\/\/icab.eu\/pro\/formations-icab\/","title":{"rendered":"Formations ICAB"},"content":{"rendered":"<div id=\"ez-toc-container\" class=\"ez-toc-v2_0_81 counter-hierarchy ez-toc-counter ez-toc-grey ez-toc-container-direction\">\n<p class=\"ez-toc-title\" style=\"cursor:inherit\">Sommaire<\/p>\n<label for=\"ez-toc-cssicon-toggle-item-69dee88d3678a\" class=\"ez-toc-cssicon-toggle-label\"><span class=\"\"><span class=\"eztoc-hide\" style=\"display:none;\">Toggle<\/span><span class=\"ez-toc-icon-toggle-span\"><svg style=\"fill: #999;color:#999\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" class=\"list-377408\" width=\"20px\" height=\"20px\" viewBox=\"0 0 24 24\" fill=\"none\"><path d=\"M6 6H4v2h2V6zm14 0H8v2h12V6zM4 11h2v2H4v-2zm16 0H8v2h12v-2zM4 16h2v2H4v-2zm16 0H8v2h12v-2z\" fill=\"currentColor\"><\/path><\/svg><svg style=\"fill: #999;color:#999\" class=\"arrow-unsorted-368013\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" width=\"10px\" height=\"10px\" viewBox=\"0 0 24 24\" version=\"1.2\" baseProfile=\"tiny\"><path d=\"M18.2 9.3l-6.2-6.3-6.2 6.3c-.2.2-.3.4-.3.7s.1.5.3.7c.2.2.4.3.7.3h11c.3 0 .5-.1.7-.3.2-.2.3-.5.3-.7s-.1-.5-.3-.7zM5.8 14.7l6.2 6.3 6.2-6.3c.2-.2.3-.5.3-.7s-.1-.5-.3-.7c-.2-.2-.4-.3-.7-.3h-11c-.3 0-.5.1-.7.3-.2.2-.3.5-.3.7s.1.5.3.7z\"\/><\/svg><\/span><\/span><\/label><input type=\"checkbox\"  id=\"ez-toc-cssicon-toggle-item-69dee88d3678a\"  aria-label=\"Toggle\" \/><nav><ul class='ez-toc-list ez-toc-list-level-1 ' ><li class='ez-toc-page-1 ez-toc-heading-level-1'><a class=\"ez-toc-link ez-toc-heading-1\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#formation_ICAB_Force_initiation_au_calcul_de_structure\" >formation ICAB Force, initiation au calcul de structure<\/a><ul class='ez-toc-list-level-2' ><li class='ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-2\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Rappels_sur_la_theorie_de_poutres\" >Rappels sur la th\u00e9orie de poutres<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-3\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Presentation_de_la_methode_des_Elements_Finis\" >Pr\u00e9sentation de la m\u00e9thode des El\u00e9ments Finis<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-4\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Methodes_numeriques\" >M\u00e9thodes num\u00e9riques<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-5\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Applications_pour_dimensionner_les_structures_avec_le_logiciel_ICAB_Force\" >Applications pour dimensionner les structures avec le logiciel ICAB Force.<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-1'><a class=\"ez-toc-link ez-toc-heading-6\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#formation_ICAB_CM_verification_des_charpentes_et_construction_metalliques\" >formation ICAB CM, v\u00e9rification des charpentes et construction m\u00e9talliques<\/a><ul class='ez-toc-list-level-2' ><li class='ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-7\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Justification_de_la_securite_dans_les_constructions_metalliques\" >Justification de la s\u00e9curit\u00e9 dans les constructions m\u00e9talliques<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-8\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Modes_de_ruine\" >Modes de ruine<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-9\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Regles_generales_concernant_les_calculs_de_resistance_et_de_deformation\" >R\u00e8gles g\u00e9n\u00e9rales concernant les calculs de r\u00e9sistance et de d\u00e9formation<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-10\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Justification_de_la_securite_dans_les_charpentes_en_bois\" >Justification de la s\u00e9curit\u00e9 dans les charpentes en bois<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-1'><a class=\"ez-toc-link ez-toc-heading-11\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#formation_ICABNV_effets_de_la_neige_et_du_vent_sur_des_constructions\" >formation ICAB\/NV, effets de la neige et du vent sur des constructions<\/a><ul class='ez-toc-list-level-2' ><li class='ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-12\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Presentation\" >Pr\u00e9sentation<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-13\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Effets_de_la_neige\" >Effets de la neige<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-14\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Effets_du_vent\" >Effets du vent<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-1'><a class=\"ez-toc-link ez-toc-heading-15\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#formation_ICABPS_calcul_de_construction_parasismique\" >formation ICAB\/PS, calcul de construction parasismique<\/a><ul class='ez-toc-list-level-2' ><li class='ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-16\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Presentation-2\" >Pr\u00e9sentation<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-17\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Determination_de_la_securite\" >D\u00e9termination de la s\u00e9curit\u00e9<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-18\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Actions_sismiques\" >Actions sismiques<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-19\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Regles_de_verification\" >R\u00e8gles de v\u00e9rification<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-1'><a class=\"ez-toc-link ez-toc-heading-20\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Formation_a_la_modelisation_des_structures_par_Elements_Finis_Coques\" >Formation \u00e0 la mod\u00e9lisation des structures par El\u00e9ments Finis Coques<\/a><ul class='ez-toc-list-level-2' ><li class='ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-21\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Theorie_des_coques\" >Th\u00e9orie des coques<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-22\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#12_loi_de_comportement\" >1.2 loi de comportement<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-23\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Modelisation_par_Elements_Finis_Coques\" >Mod\u00e9lisation par El\u00e9ments Finis Coques<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-24\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#22_maillage\" >2.2 maillage<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-25\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#23_modelisation_mixte_poutrecoque\" >2.3 mod\u00e9lisation mixte poutre\/coque<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-26\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Applications\" >Applications<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-1'><a class=\"ez-toc-link ez-toc-heading-27\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Formation_au_dimensionnement_des_coques_Soumises_a_pression\" >Formation au dimensionnement des coques Soumises \u00e0 pression<\/a><ul class='ez-toc-list-level-2' ><li class='ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-28\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Calculs_reglementaires_selon_les_Eurocodes\" >Calculs r\u00e9glementaires selon les Eurocodes<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-29\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Applications_des_reglements\" >Applications des r\u00e9glements<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-1'><a class=\"ez-toc-link ez-toc-heading-30\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#formation_ICAB_Dynamique_methode_des_elements_finis_appliquee_a_lanalyse_dynamique_des_structures\" >formation ICAB Dynamique, m\u00e9thode des \u00e9l\u00e9ments finis appliqu\u00e9e \u00e0 l\u2019analyse dynamique des structures<\/a><ul class='ez-toc-list-level-2' ><li class='ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-31\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Rappel_des_notions_fondamentales_de_la_dynamique_des_structures\" >Rappel des notions fondamentales de la dynamique des structures<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-32\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#principe_de_la_methode_des_elements_finis_en_dynamique\" >principe de la m\u00e9thode des \u00e9l\u00e9ments finis en dynamique<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-33\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Matrices_de_masse_elementaires\" >Matrices de masse \u00e9l\u00e9mentaires<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-34\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Methodes_danalyse_modale\" >M\u00e9thodes d\u2019analyse modale<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-35\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Analyse_dynamique\" >Analyse dynamique<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-36\" href=\"https:\/\/icab.eu\/pro\/formations-icab\/#Application_aux_constructions_industrielles\" >Application aux constructions industrielles<\/a><\/li><\/ul><\/li><\/ul><\/nav><\/div>\n<h1><span class=\"ez-toc-section\" id=\"formation_ICAB_Force_initiation_au_calcul_de_structure\"><\/span><span id=\"formation_ICAB_Force_initiation_au_calcul_de_structure\">formation <strong>ICAB Force, initiation au calcul de structure<\/strong><\/span><span class=\"ez-toc-section-end\"><\/span><\/h1>\n<p>&nbsp;<\/p>\n<p>dur\u00e9e\u00a0: 1 jour<\/p>\n<p><img fetchpriority=\"high\" decoding=\"async\" class=\"alignnone size-medium wp-image-667\" src=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icabfor-300x266.gif\" alt=\"\" width=\"300\" height=\"266\" \/><\/p>\n<ol>\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Rappels_sur_la_theorie_de_poutres\"><\/span><span id=\"Rappels_sur_la_theorie_de_poutres\"><u> Rappels sur la th\u00e9orie de poutres<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>hypoth\u00e8se des sections droites<\/li>\n<li>efforts r\u00e9sultants<\/li>\n<li>relation d\u00e9formation\/contrainte<\/li>\n<li>poutre \u00e9lanc\u00e9e\/ poutre courte.<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p><u> <img decoding=\"async\" class=\"alignnone size-medium wp-image-670\" src=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/femlib-300x176.gif\" alt=\"\" width=\"300\" height=\"176\" \/><\/u><\/p>\n<ol start=\"2\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Presentation_de_la_methode_des_Elements_Finis\"><\/span><span id=\"Presentation_de_la_methode_des_Elements_Finis\"><u> Pr\u00e9sentation de la m\u00e9thode des El\u00e9ments Finis<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>mod\u00e9lisation discr\u00e8te de la structure par les noeuds et les \u00e9l\u00e9ments, chargements ponctuels ou r\u00e9partis, gravitation, dilatation thermique.<\/li>\n<li>pi\u00e8ges de mod\u00e9lisation.<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ol start=\"3\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Methodes_numeriques\"><\/span><span id=\"Methodes_numeriques\"><u> M\u00e9thodes num\u00e9riques<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>rigidit\u00e9s \u00e9l\u00e9mentaires<\/li>\n<li>assemblage des rigidit\u00e9s, des efforts appliqu\u00e9s<\/li>\n<li>d\u00e9termination des d\u00e9placements<\/li>\n<li>\u00e9quilibre des efforts, obtention des r\u00e9actions<\/li>\n<li>efforts r\u00e9sultants<\/li>\n<li>contraintes<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ol start=\"4\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Applications_pour_dimensionner_les_structures_avec_le_logiciel_ICAB_Force\"><\/span><span id=\"Applications_pour_dimensionner_les_structures_avec_le_logiciel_ICAB_Force\"><u> Applications pour dimensionner les structures avec le logiciel ICAB Force.<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>analyse m\u00e9canique de poutres simples.<\/li>\n<li>dimensionner les assemblages formant des structures m\u00e9talliques.<\/li>\n<\/ul>\n<hr \/>\n<h1><span id=\"formation_ICAB_CM_verification_des_charpentes_et_construction_metalliques\"><img decoding=\"async\" class=\"alignnone size-medium wp-image-159\" src=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2019\/06\/icab_dlginfo_list_steps_screen-300x158.jpg\" alt=\"\" width=\"300\" height=\"158\" srcset=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2019\/06\/icab_dlginfo_list_steps_screen-300x158.jpg 300w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2019\/06\/icab_dlginfo_list_steps_screen-768x405.jpg 768w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2019\/06\/icab_dlginfo_list_steps_screen-1024x540.jpg 1024w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2019\/06\/icab_dlginfo_list_steps_screen-800x422.jpg 800w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2019\/06\/icab_dlginfo_list_steps_screen.jpg 1426w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/span><\/h1>\n<h1><span class=\"ez-toc-section\" id=\"formation_ICAB_CM_verification_des_charpentes_et_construction_metalliques\"><\/span><span id=\"formation_ICAB_CM_verification_des_charpentes_et_construction_metalliques\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-658\" src=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_cm-300x218.jpg\" alt=\"\" width=\"300\" height=\"218\" srcset=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_cm-300x218.jpg 300w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_cm.jpg 557w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>formation <strong>ICAB CM, v\u00e9rification des charpentes et construction m\u00e9talliques<\/strong><\/span><span class=\"ez-toc-section-end\"><\/span><\/h1>\n<p>dur\u00e9e\u00a0: 1 jour<\/p>\n<ol>\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Justification_de_la_securite_dans_les_constructions_metalliques\"><\/span><span id=\"Justification_de_la_securite_dans_les_constructions_metalliques\"><u> Justification de la s\u00e9curit\u00e9 dans les constructions m\u00e9talliques<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>bases, m\u00e9thodes de calcul, notion de s\u00e9curit\u00e9<\/li>\n<li>effets pris en compte dans les calculs<\/li>\n<li>charges nominales, charges pond\u00e9r\u00e9es<\/li>\n<li>m\u00e9thode de justification<\/li>\n<li>valeurs des contraintes caract\u00e9ristiques<\/li>\n<\/ul>\n<ol start=\"2\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Modes_de_ruine\"><\/span><span id=\"Modes_de_ruine\"><u> Modes de ruine<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>plastification et rupture<\/li>\n<li>longueur de flambement simple par compression<\/li>\n<li>longueur de d\u00e9versement<\/li>\n<li>voile<\/li>\n<\/ul>\n<ol start=\"3\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Regles_generales_concernant_les_calculs_de_resistance_et_de_deformation\"><\/span><span id=\"Regles_generales_concernant_les_calculs_de_resistance_et_de_deformation\"><u> R\u00e8gles g\u00e9n\u00e9rales concernant les calculs de r\u00e9sistance et de d\u00e9formation<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>pi\u00e8ces soumises \u00e0 traction simple<\/li>\n<li>pi\u00e8ces soumises \u00e0 flexion simple ou d\u00e9vi\u00e9e<\/li>\n<li>effet de l\u2019effort tranchant dans les pi\u00e8ces fl\u00e9chies<\/li>\n<li>pi\u00e8ces soumises \u00e0 la compression, flambement simple<\/li>\n<li>pi\u00e8ces soumises \u00e0 compression avec flexion dans le plan de flambement<\/li>\n<li>d\u00e9versement en flexion simple<\/li>\n<li>flexion compos\u00e9e<\/li>\n<\/ul>\n<ol start=\"4\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Justification_de_la_securite_dans_les_charpentes_en_bois\"><\/span><span id=\"Justification_de_la_securite_dans_les_charpentes_en_bois\"><u> Justification de la s\u00e9curit\u00e9 dans les charpentes en bois<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-673\" src=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_charpente_cb71-1-300x218.jpg\" alt=\"\" width=\"300\" height=\"218\" srcset=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_charpente_cb71-1-300x218.jpg 300w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_charpente_cb71-1.jpg 642w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/p>\n<ul>\n<li>bases, m\u00e9thodes de calcul, notion de s\u00e9curit\u00e9<\/li>\n<li>contraintes admissibles, compression, flexion<\/li>\n<li>flambement<\/li>\n<\/ul>\n<hr \/>\n<h1><span class=\"ez-toc-section\" id=\"formation_ICABNV_effets_de_la_neige_et_du_vent_sur_des_constructions\"><\/span><span id=\"formation_ICABNV_effets_de_la_neige_et_du_vent_sur_des_constructions\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-413\" src=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2020\/02\/en1991-1-3_6_2_neige_portique-300x201.jpg\" alt=\"\" width=\"300\" height=\"201\" srcset=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2020\/02\/en1991-1-3_6_2_neige_portique-300x201.jpg 300w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2020\/02\/en1991-1-3_6_2_neige_portique-768x515.jpg 768w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2020\/02\/en1991-1-3_6_2_neige_portique.jpg 963w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>formation <strong>ICAB\/NV, effets de la neige et du vent sur des constructions<\/strong><\/span><span class=\"ez-toc-section-end\"><\/span><\/h1>\n<p>dur\u00e9e\u00a0: 1 jour<\/p>\n<ol>\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Presentation\"><\/span><span id=\"Presentation\"><u> Pr\u00e9sentation<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>objet et domaine des r\u00e8gles<\/li>\n<li>v\u00e9rifications des conditions de r\u00e9sistance et de stabilit\u00e9<\/li>\n<\/ul>\n<ol start=\"2\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Effets_de_la_neige\"><\/span><span id=\"Effets_de_la_neige\"><u> Effets de la neige<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>valeurs des surcharges<\/li>\n<li>influence des caract\u00e9ristiques de la toiture<\/li>\n<li>combinaison des effets de la neige et du vent<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-660\" src=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_vent_coque-300x219.jpg\" alt=\"\" width=\"300\" height=\"219\" srcset=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_vent_coque-300x219.jpg 300w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_vent_coque.jpg 546w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/p>\n<ol start=\"3\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Effets_du_vent\"><\/span><span id=\"Effets_du_vent\"><u> Effets du vent<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>pression dynamique<\/li>\n<li>effet de la hauteur<\/li>\n<li>effet de site<\/li>\n<li>effet des dimensions<\/li>\n<li>actions du vent sur les b\u00e2timents \u00e0 base rectangulaire<\/li>\n<li>reposant sur le sol<\/li>\n<li>actions ext\u00e9rieures\/int\u00e9rieures<\/li>\n<li>actions d\u2019ensemble<\/li>\n<li>\u00e9loign\u00e9es du sol<\/li>\n<li>actions du vent sur les constructions en treillis.<\/li>\n<li>actions du vent sur les constructions prismatiques.<\/li>\n<\/ul>\n<hr \/>\n<h1><span class=\"ez-toc-section\" id=\"formation_ICABPS_calcul_de_construction_parasismique\"><\/span><span id=\"formation_ICABPS_calcul_de_construction_parasismique\">formation <strong>ICAB\/PS, calcul de construction parasismique<\/strong><\/span><span class=\"ez-toc-section-end\"><\/span><\/h1>\n<p>&nbsp;<\/p>\n<p>dur\u00e9e\u00a0: 1 jour<\/p>\n<p>&nbsp;<\/p>\n<ol>\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Presentation-2\"><\/span><span id=\"Presentation-2\"><u> Pr\u00e9sentation<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>objet et domaine des r\u00e8gles PS92<\/li>\n<\/ul>\n<ol start=\"2\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Determination_de_la_securite\"><\/span><span id=\"Determination_de_la_securite\"><u> D\u00e9termination de la s\u00e9curit\u00e9<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>actions et situations sismiques<\/li>\n<li>objectifs de comportement<\/li>\n<li>v\u00e9rifications de s\u00e9curit\u00e9<\/li>\n<li>niveau minimal r\u00e9glementaire de protection<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ol start=\"3\">\n<li><u> R\u00e8gles g\u00e9n\u00e9rales de conception<\/u><\/li>\n<\/ol>\n<ul>\n<li>choix du site, reconnaissance de sol<\/li>\n<li>d\u00e9finition du s\u00e9isme de calcul<\/li>\n<li>actions sismique d\u2019ensemble<\/li>\n<\/ul>\n<ol start=\"4\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Actions_sismiques\"><\/span><span id=\"Actions_sismiques\"><u> Actions sismiques<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>mod\u00e9lisation du mouvement sismique et nature des actions \u00e0 consid\u00e9rer<\/li>\n<li>mod\u00e9lisation des structures<\/li>\n<li>m\u00e9thodes de calcul<\/li>\n<li>actions locales<\/li>\n<\/ul>\n<p><u>\u00a0<\/u><\/p>\n<ol start=\"5\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Regles_de_verification\"><\/span><span id=\"Regles_de_verification\"><u> R\u00e8gles de v\u00e9rification<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>combinaisons d\u2019actions<\/li>\n<li>fondations<\/li>\n<li>constructions m\u00e9talliques<\/li>\n<\/ul>\n<hr \/>\n<h1><span class=\"ez-toc-section\" id=\"Formation_a_la_modelisation_des_structures_par_Elements_Finis_Coques\"><\/span><span id=\"Formation_a_la_modelisation_des_structures_par_Elements_Finis_Coques\"><strong><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-71\" src=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2019\/03\/icab_coque_sm-1-300x218.jpg\" alt=\"\" width=\"300\" height=\"218\" srcset=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2019\/03\/icab_coque_sm-1-300x218.jpg 300w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2019\/03\/icab_coque_sm-1.jpg 642w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>Formation \u00e0 la mod\u00e9lisation des <\/strong><strong>structures par El\u00e9ments Finis Coques<\/strong><\/span><span class=\"ez-toc-section-end\"><\/span><\/h1>\n<p>dur\u00e9e\u00a0: 2 jours<\/p>\n<ol>\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Theorie_des_coques\"><\/span><span id=\"Theorie_des_coques\"><u> Th\u00e9orie des coques<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<p>1.1 description g\u00e9om\u00e9trique<\/p>\n<p>\u2013 hypoth\u00e8se sur la cin\u00e9matique d\u2019un point sur une coque<\/p>\n<p>\u2013 courbure<\/p>\n<p>\u2013 d\u00e9placements<\/p>\n<p>\u2013 d\u00e9formation<\/p>\n<p>&nbsp;<\/p>\n<h2><span class=\"ez-toc-section\" id=\"12_loi_de_comportement\"><\/span><span id=\"12_loi_de_comportement\">1.2 loi de comportement<\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<ul>\n<li>contraintes, efforts r\u00e9sultants<\/li>\n<li>mat\u00e9riaux isotropes, orthotropes, anisotropes<\/li>\n<li>coques composites sandwiches<\/li>\n<\/ul>\n<ol start=\"2\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Modelisation_par_Elements_Finis_Coques\"><\/span><span id=\"Modelisation_par_Elements_Finis_Coques\"><u> Mod\u00e9lisation par El\u00e9ments Finis Coques<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<p>2.1 d\u00e9finition des \u00e9l\u00e9ments finis coques<\/p>\n<p>\u2013 repr\u00e9sentation discr\u00e8te de la structure<\/p>\n<p>\u2013 coques triangulaires et quadrangulaires gauches<\/p>\n<p>\u2013 int\u00e9gration de Gauss<\/p>\n<p>\u2013 pr\u00e9cision obtenue en fonction de la finesse du maillage<\/p>\n<p>&nbsp;<\/p>\n<h2><span class=\"ez-toc-section\" id=\"22_maillage\"><\/span>2.2 maillage<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p>\u2013 d\u00e9composition en points, lignes, contours<\/p>\n<p>\u2013 maillage des surfaces planes ou gauches<\/p>\n<p>&nbsp;<\/p>\n<h2><span class=\"ez-toc-section\" id=\"23_modelisation_mixte_poutrecoque\"><\/span><span id=\"23_modelisation_mixte_poutrecoque\">2.3 mod\u00e9lisation mixte poutre\/coque<\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p>\u2013 comparaison des performances entre poutres et coques<\/p>\n<p>\u2013 mod\u00e9lisation des raidisseurs<\/p>\n<p>&nbsp;<\/p>\n<ol start=\"3\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Applications\"><\/span><span id=\"Applications\"><u> Applications<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<p>3.1 Exemples de r\u00e9f\u00e9rence<\/p>\n<p>\u2013 plaque rectangulaire en porte-\u00e0-faux ou simplement support\u00e9e<\/p>\n<p>\u2013 plaque circulaire<\/p>\n<p>\u2013 cylindre sous pression uniforme, hydrostatique, soumis au poids propre<\/p>\n<p>\u2013 d\u00f4me sph\u00e9rique sous pression<\/p>\n<p>&nbsp;<\/p>\n<h1><span class=\"ez-toc-section\" id=\"Formation_au_dimensionnement_des_coques_Soumises_a_pression\"><\/span><span id=\"Formation_au_dimensionnement_des_coques_Soumises_a_pression\"><strong>Formation au dimensionnement des coques <\/strong><strong>Soumises \u00e0 pression<\/strong><\/span><span class=\"ez-toc-section-end\"><\/span><\/h1>\n<p>dur\u00e9e\u00a0: 1 jour<\/p>\n<ol>\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Calculs_reglementaires_selon_les_Eurocodes\"><\/span><span id=\"Calculs_reglementaires_selon_les_Eurocodes\"><u> Calculs r\u00e9glementaires selon les Eurocodes<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<p>\u2013 Etats limites<\/p>\n<p>\u2013 Voilement<\/p>\n<p>\u2013 contraintes de membrane<\/p>\n<p>\u2013 r\u00e9sistance \u00e0 l\u2019effondrement<\/p>\n<ol start=\"2\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Applications_des_reglements\"><\/span><span id=\"Applications_des_reglements\"><u> Applications des r\u00e9glements<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<p>ENV 1993-1-6<\/p>\n<p>Eurocode 3 : calcul des structures en acier \u2013 Partie 1-6 : r\u00e8gles g\u00e9n\u00e9rales \u2013 R\u00e8gles suppl\u00e9mentaires pour la r\u00e9sistance et la stabilit\u00e9 des structures en coques.<\/p>\n<p>&nbsp;<\/p>\n<p>ENV 1993-4-1<\/p>\n<p>Eurocode 3 : calcul des structures en acier \u2013 Partie 4-1 : silos, r\u00e9servoirs et canalisations \u2013 Silos.<\/p>\n<p>&nbsp;<\/p>\n<p>ENV 1993-4-2<\/p>\n<p>Eurocode 3 \u2013 Calcul des structures en acier \u2013 Partie 4-2 : silos, r\u00e9servoirs et canalisations \u2013 R\u00e9servoirs.<\/p>\n<p>&nbsp;<\/p>\n<p>ENV 1993-4-3<\/p>\n<p>Eurocode 3 \u2013 Calcul des structures en acier \u2013 Partie 4-3 : silos, r\u00e9servoirs et canalisations \u2013 Canalisations.<\/p>\n<hr \/>\n<h1><span class=\"ez-toc-section\" id=\"formation_ICAB_Dynamique_methode_des_elements_finis_appliquee_a_lanalyse_dynamique_des_structures\"><\/span><span id=\"formation_ICAB_Dynamique_methode_des_elements_finis_appliquee_a_lanalyse_dynamique_des_structures\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-661\" src=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_pyl_mode2-116x300.jpg\" alt=\"\" width=\"116\" height=\"300\" srcset=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_pyl_mode2-116x300.jpg 116w, https:\/\/icab.eu\/pro\/wp-content\/uploads\/2022\/06\/icab_pyl_mode2.jpg 289w\" sizes=\"(max-width: 116px) 100vw, 116px\" \/>formation <strong>ICAB Dynamique, m\u00e9thode des \u00e9l\u00e9ments finis appliqu\u00e9e \u00e0 <\/strong><strong>l\u2019analyse dynamique des structures<\/strong><\/span><span class=\"ez-toc-section-end\"><\/span><\/h1>\n<p>dur\u00e9e\u00a0: 1 jours<\/p>\n<p>&nbsp;<\/p>\n<ol>\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Rappel_des_notions_fondamentales_de_la_dynamique_des_structures\"><\/span><span id=\"Rappel_des_notions_fondamentales_de_la_dynamique_des_structures\"><u> Rappel des notions fondamentales de la dynamique des structures<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>principe de Hamilton<\/li>\n<li>\u00e9quations de Lagrange<\/li>\n<li>propri\u00e9t\u00e9s des syst\u00e8mes discrets<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ol start=\"2\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"principe_de_la_methode_des_elements_finis_en_dynamique\"><\/span><span id=\"principe_de_la_methode_des_elements_finis_en_dynamique\"><u> principe de la m\u00e9thode des \u00e9l\u00e9ments finis en dynamique<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>discr\u00e9tisation spatiale<\/li>\n<li>formulation \u00e9l\u00e9mentaire<\/li>\n<li>formulation globale<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ol start=\"3\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Matrices_de_masse_elementaires\"><\/span><span id=\"Matrices_de_masse_elementaires\"><u> Matrices de masse \u00e9l\u00e9mentaires<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>barre<\/li>\n<li>poutre en flexion<\/li>\n<li>membrane, coque<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ol start=\"4\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Methodes_danalyse_modale\"><\/span><span id=\"Methodes_danalyse_modale\"><u> M\u00e9thodes d\u2019analyse modale<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>m\u00e9thodes de r\u00e9solution des probl\u00e8mes aux valeurs propres<\/li>\n<li>m\u00e9thodes d\u2019it\u00e9rations directe, inverse, sur sous-espace<\/li>\n<li>rappels de calcul matriciel<\/li>\n<li>norme matricielle<\/li>\n<li>valeurs propres<\/li>\n<li>rayon spectral, matrice convergente<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ol start=\"5\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Analyse_dynamique\"><\/span><span id=\"Analyse_dynamique\"><u> Analyse dynamique<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>prise en compte des amortissements<\/li>\n<li>r\u00e9ponse en fr\u00e9quence<\/li>\n<li>r\u00e9gime harmonique<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ol start=\"6\">\n<li>\n<h2><span class=\"ez-toc-section\" id=\"Application_aux_constructions_industrielles\"><\/span><span id=\"Application_aux_constructions_industrielles\"><u> Application aux constructions industrielles<\/u><\/span><span class=\"ez-toc-section-end\"><\/span><\/h2>\n<\/li>\n<\/ol>\n<ul>\n<li>b\u00e2timents r\u00e9guliers<\/li>\n<li>effets dynamiques concernant les charges climatiques<\/li>\n<li>effets dynamiques concernant les charges sismiques<\/li>\n<li>effets dynamiques concernant les charges en mouvements<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>formation ICAB Force, initiation au calcul de structure &nbsp; dur\u00e9e\u00a0: 1 jour Rappels sur la th\u00e9orie de poutres hypoth\u00e8se des sections droites efforts r\u00e9sultants relation d\u00e9formation\/contrainte poutre \u00e9lanc\u00e9e\/ poutre courte. &nbsp; Pr\u00e9sentation de la m\u00e9thode des El\u00e9ments Finis mod\u00e9lisation discr\u00e8te de la structure par les noeuds et les \u00e9l\u00e9ments, chargements ponctuels ou r\u00e9partis, gravitation, dilatation [&hellip;]<\/p>\n","protected":false},"author":2,"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-649","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/pages\/649","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/comments?post=649"}],"version-history":[{"count":10,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/pages\/649\/revisions"}],"predecessor-version":[{"id":676,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/pages\/649\/revisions\/676"}],"wp:attachment":[{"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/media?parent=649"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}