Modélisation A ============== Caractéristiques de la modélisation ----------------------------------- Les éléments droits sont modélisés par des éléments POU_D_T. Les éléments courbes sont également modélisés par des éléments POU_D_T (20 éléments par coude). .. image:: images/1000200E000019380000196DD0736C1CFFD4EEF2.svg :width: 325 :height: 327 .. _RefImage_1000200E000019380000196DD0736C1CFFD4EEF2.svg: Caractéristiques du maillage ---------------------------- .. csv-table:: "Nombre de nœuds:", "51", "Nombre de mailles et types :", "50 POU_D_T (10 pour les parties droites)" Remarques --------- Les modes sont normés de la façon suivante: plus grande composante (degré de liberté de translation ou rotation) à un. La réponse globale s’obtient par combinaison quadratique des directions des excitations. Grandeurs testées et résultats ------------------------------ Fréquences de la structure (matrice de masse complète). .. csv-table:: "**Fréquences propres**", "**Référence**" "Mode 1", "10.39" "2", "20.02" "3", "25.45" "4", "48.32" "5", "52.60" "6", "84.81" "7", "87.16" "8", "129.31" "9", "131.69" Fréquences de la structure (matrice de masse diagnonale). .. csv-table:: "**Fréquences propres**", "**Référence**" "1", "10.18" "2", "19.54" "3", "25.47" "4", "48.09" "5", "52.86" "6", "75.94" "7", "80.11" "8", "122.34" "9", "123.15" .. _RefNumPara__3540_3484103119: Réponse spectrale en mono-appui (calcul 1) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ On ne tient pas compte de la correction des fréquences dues à l’amortissement (option CORR_FREQ à NON dans l’opérateur COMB_SISM_MODAL) Déplacement .. csv-table:: "**Identifi**", "**cation**", "", "**Référence**" "DEPL", ":math:`N300`", "DX", "4.84710–3" "", "", "DY", "2.19210–3" "", "", "DZ", "2.73510–6" "", ":math:`N500`", "DX", "4.80810–3" "", "", "DY", "2.91410–3" "", "", "DZ", "6.50710–4" "", ":math:`N700`", "DX", "3.58810–3" "", "", "DY", "2.91410–3" "", "", "DZ", "8.59910–4" "", ":math:`N900`", "DX", "2.34210–3" "", "", "DY", "2.91310–3" "", "", "DZ", "1.02710–3" "", ":math:`N1100`", "DX", "3.00910–6" "", "", "DY", "9.37510–4" "", "", "DZ", "3.36410–4" Réaction nodale .. csv-table:: "**Identifi**", "**cation**", "", "**Référence**" "REAC", ":math:`N100`", "DX", "2132.0" "", "", "DY", "1241.0" "", "", "DZ", "564.6" "", "", "DRX", "2352.0" "", "", "DRY", "4746.0" "", "", "DRZ", "937.3" "", ":math:`N1500`", "DX", "1653.0" "", "", "DY", "3354.0" "", "", "DZ", "893.7" "", "", "DRX", "170.8" "", "", "DRY", "1668.0" "", "", "DRZ", "4903.0" Efforts généralisés .. csv-table:: "**Identifi**", "**cation**", "", "**Référence**" "EFGE", ":math:`N300`", "N", "559.9" "", "", "VY", "430.8" "", "", "VZ", "914.9" "", "", "MT", "932.5" "", "", "MFY", "587.3" "", "", "MFZ", "620.4" "", "N700", "N", "1625.0" "", "", "VY", "1367.0" "", "", "VZ", "225.4" "", "", "MT", "649.6" "", "", "MFY", "499.8" "", "", "MFZ", "908.7" .. csv-table:: "", "N1100", "N", "1652.0" "", "", "VY", "3177.0" "", "", "VZ", "795.7" "", "", "MT", "170.6" "", "", "MFY", "924.7" "", "", "MFZ", "2150.0" Réponse spectrale en mono-appui avec correction statique (calcul 2) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Idem § :ref:`3.4.1 ` , mais en tenant compte de la correction statique et en supprimant les contributions des deux derniers modes. On teste les composantes totale (NOM_CAS='TOTA'), dynamique (NOM_CAS='PART_DYNA'), qui doit correspondre à la contribution des 7 premiers modes sans correction statique, et statiques (NOM_CAS='PART_QS') qui doit correspondre à la différence quadratique entre les composantes totale et dynamique. Déplacements: .. csv-table:: "**Identifi**", "**cation**", "NOM_CAS", "**NOM_CMP**", "**Type de référence**", "**Référence**" "DEPL", ":math:`N300`", "'TOTA'", "DX", "SOURCE_EXTERNE", "4.847E-03" "", "", "'TOTA'", "DY", "SOURCE_EXTERNE", "2.192E-03" "", "", "'TOTA'", "DZ", "SOURCE_EXTERNE", "2.735E-06" "", ":math:`N300`", "'PART_DYNA'", "DX", "AUTRE_ASTER", "4.880E-03" "", "", "'PART_DYNA'", "DY", "AUTRE_ASTER", "2.1987E-03" "", "", "'PART_DYNA'", "DZ", "AUTRE_ASTER", "2.6496E-06" "", ":math:`N300`", "'PART_QS'", "DX", "AUTRE_ASTER", "8.2022E-07" "", "", "'PART_QS'", "DY", "AUTRE_ASTER", "5.8656E-07" "", "", "'PART_QS'", "DZ", "AUTRE_ASTER", "8.5755E-07" Réactions nodales: .. csv-table:: "**Identifi**", "**cation**", "NOM_CAS", "**NOM_CMP**", "**Type de référence**", "**Référence**" "REAC_NODA", ":math:`N100`", "'TOTA'", "DX", "SOURCE_EXTERNE", "2132.0" "", "", "'TOTA'", "DY", "SOURCE_EXTERNE", "1241.0" "", "", "'TOTA'", "DZ", "SOURCE_EXTERNE", "564.6" "", ":math:`N100`", "'PART_DYNA'", "DX", "AUTRE_ASTER", "2116.8" "", "", "'PART_DYNA'", "DY", "AUTRE_ASTER", "1228.5" "", "", "'PART_DYNA'", "DZ", "AUTRE_ASTER", "546.9" "", ":math:`N100`", "'PART_QS'", "DX", "AUTRE_ASTER", "96.19" "", "", "'PART_QS'", "DY", "AUTRE_ASTER", "103.0" "", "", "'PART_QS'", "DZ", "AUTRE_ASTER", "272.8" Contraintes généralisées: .. csv-table:: "**Identifi**", "**cation**", "", "NOM_CAS", "**NOM_CMP**", "**Type de référence**", "**Référence**" "EFGE_ELNO", ":math:`M2`", ":math:`N300`", "'TOTA'", "N", "SOURCE_EXTERNE", "559.9" "", "", "", "'TOTA'", "VY", "SOURCE_EXTERNE", "430.8" "", "", "", "'TOTA'", "VZ", "SOURCE_EXTERNE", "914.9" "", "", "", "'TOTA'", "MT", "SOURCE_EXTERNE", "932.5" "", "", "", "'TOTA'", "MFY", "SOURCE_EXTERNE", "587.3" "", "", "", "'TOTA'", "MFZ", "SOURCE_EXTERNE", "620.4" "", ":math:`M2`", ":math:`N300`", "'PART_DYNA'", "N", "AUTRE_ASTER", "542.5" "", "", "", "'PART_DYNA'", "VY", "AUTRE_ASTER", "430.6" "", "", "", "'PART_DYNA'", "VZ", "AUTRE_ASTER", "921.5" "", "", "", "'PART_DYNA'", "MT", "AUTRE_ASTER", "944.9" "", "", "", "'PART_DYNA'", "MFY", "AUTRE_ASTER", "551.6" "", "", "", "'PART_DYNA'", "MFZ", "AUTRE_ASTER", "598.9" "", ":math:`M2`", ":math:`N300`", "'PART_QS'", "N", "AUTRE_ASTER", "129.1" "", "", "", "'PART_QS'", "VY", "AUTRE_ASTER", "104.8" "", "", "", "'PART_QS'", "VZ", "AUTRE_ASTER", "96.9" "", "", "", "'PART_QS'", "MT", "AUTRE_ASTER", "0.6" "", "", "", "'PART_QS'", "MFY", "AUTRE_ASTER", "5.9" "", "", "", "'PART_QS'", "MFZ", "AUTRE_ASTER", "3.5" Réponse spectrale en mono-appui avec correction des fréquences d’amortissement (calcul 3) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ On tient compte de la correction des fréquences dues à l’amortissement (option CORR_FREQ à OUI dans l’opérateur COMB_SISM_MODAL) Déplacement et Réaction nodale .. csv-table:: "**Identifi**", "**cation**", "", "**Type de référence**", "**Référence**", "**Tolérance**" "DEPL", ":math:`N300`", "DX", "SOURCE_EXTERNE", "4.84710–3", "7,3E-3" "", "", "DY", "SOURCE_EXTERNE", "2.19210–3", "3,5E-3" "", ":math:`N700`", "DX", "SOURCE_EXTERNE", "3.58810", "4,4E-3" "", "", "DY", "SOURCE_EXTERNE", "2.91410–3", "3,5E-3" "", "", "DRY", "SOURCE_EXTERNE", "1.43610-3", "1,0E-2" "", ":math:`N100`", "DX", "SOURCE_EXTERNE", "2132.", "8,0E-3" "", "", "DY", "SOURCE_EXTERNE", "1241.", "1,0E-2" "", "", "DZ", "SOURCE_EXTERNE", "564.6", "3,5E-2" "", ":math:`N1500`", "DRX", "SOURCE_EXTERNE", "170.8", "2,5E-2" "", "", "DRY", "SOURCE_EXTERNE", "1668", "1,5E-2" "", "", "DRZ", "SOURCE_EXTERNE", "4903.0", "8,1E-3" .. csv-table:: "**Identifi**", "**cation**", "", "**Type de référence**", "**Référence**", "**Tolérance**" "REAC_NODA", ":math:`N100`", "N", "SOURCE_EXTERNE", "564.6", "3,5E-3" "", "", "VY", "SOURCE_EXTERNE", "1241.0", "1,0e-2" "", "", "VZ", "SOURCE_EXTERNE", "2132.0", "1,0e-2" "", ":math:`N200`", "MT", "SOURCE_EXTERNE", "936.2", "1,4e-2" "", "", "MFY", "SOURCE_EXTERNE", "1857.0", "1,4e-2" "", "", "MFZ", "SOURCE_EXTERNE", "759.6", "7,6e-3" "", ":math:`N1000`", "N", "SOURCE_EXTERNE", "2454.0", "1,7e-2" "", "", "VY", "SOURCE_EXTERNE", "1997.0", "1,4e-2" "", "", "VZ", "SOURCE_EXTERNE", "505.0", "2,8e-2" "", ":math:`N1100`", "MT", "SOURCE_EXTERNE", "170.6", "0,23" "", "", "MFY", "SOURCE_EXTERNE", "925.1", "1,2e-3" "", "", "MFZ", "SOURCE_EXTERNE", "2151.0", "2,5e-3" .. _RefNumPara__3543_3484103119: Réponse spectrale en multi-appui corrélé (calcul 4) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ On testeensuite la commande COMB_SISM_MODAL en multi-appuis avec excitation tridimensionnel en dupliquant le précédent calcul mono-appui. Il s’agit de tests informatiques. Le premier calcul valide le calcul multi-appui corrélé. Les mêmes excitations sont imposées aux deux appuis afin de coller au calcul mono-appui. Déplacement et Réaction nodale .. csv-table:: "**Identifi**", "**cation**", "", "**Type de référence**", "**Référence**", "**Tolérance**" "DEPL", ":math:`N300`", "DX", "SOURCE_EXTERNE", "4.84710–3", "7, 5E-3" "", "", "DY", "SOURCE_EXTERNE", "2.19210–3", "4,1E-3" "", ":math:`N700`", "DX", "SOURCE_EXTERNE", "3.58810", "4, 8E-3" "", "", "DY", "SOURCE_EXTERNE", "2.91410–3", "3, 7E-3" "", "", "DRY", "SOURCE_EXTERNE", "1.43610", "1, 1E-2" "REAC_NODA", ":math:`N100`", "DX", "SOURCE_EXTERNE", "2132.", "2,0E-3" "", "", "DY", "SOURCE_EXTERNE", "1241.", "2,0E-3" "", "", "DZ", "SOURCE_EXTERNE", "564.6", "3, 0E-2" "", ":math:`N1500`", "DRX", "SOURCE_EXTERNE", "170.8", "3, 1E-2" "", "", "DRY", "SOURCE_EXTERNE", "1668", "5,0E-2" "", "", "DRZ", "SOURCE_EXTERNE", "4903.0", "8, 6E-3" .. csv-table:: "**Identifi**", "**cation**", "", "**Type de référence**", "**Référence**", "**Tolérance**" "effort", ":math:`N100`", "N", "SOURCE_EXTERNE", "564.6", "3,0e-2" "", "", "VY", "SOURCE_EXTERNE", "1241.0", "2,0e-3" "", "", "VZ", "SOURCE_EXTERNE", "2132.0", "2,0e-3" "", ":math:`N200`", "MT", "SOURCE_EXTERNE", "936.2", "1,4e-2" "", "", "MFY", "SOURCE_EXTERNE", "1857.0", "1,7e-2" "", "", "MFZ", "SOURCE_EXTERNE", "759.6", "1,4e-2" "", ":math:`N1000`", "N", "SOURCE_EXTERNE", "2454.0", "2,e-2" "", "", "VY", "SOURCE_EXTERNE", "1997.0", "1,2e-2" "", "", "VZ", "SOURCE_EXTERNE", "505.0", "8,0e-2" "", ":math:`N1100`", "MT", "SOURCE_EXTERNE", "170.6", "0,24" "", "", "MFY", "SOURCE_EXTERNE", "925.1", "1,0e-2" "", "", "MFZ", "SOURCE_EXTERNE", "2151.0", "3,0e-3" Réponse spectrale en multi-appui corrélé avec correction statique (calcul 5) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Idem § :ref:`3.4.4 ` , mais en tenant compte de la correction statique et en supprimant les contributions des deux derniers modes. On teste les composantes totale (NOM_CAS='TOTA'), dynamique (NOM_CAS='PART_DYNA'), qui doit correspondre à la contribution des 7 premiers modes sans correction statique, et statiques (NOM_CAS='PART_QS') qui doit correspondre à la différence quadratique entre les composantes totale et dynamique. Déplacements: .. csv-table:: "**Identifi**", "**cation**", "NOM_CAS", "**NOM_CMP**", "**Type de référence**", "**Référence**" "DEPL", ":math:`N300`", "'TOTA'", "DX", "SOURCE_EXTERNE", "4.847E-03" "", "", "'TOTA'", "DY", "SOURCE_EXTERNE", "2.192E-03" "", ":math:`N300`", "'PART_DYNA'", "DX", "AUTRE_ASTER", "4.8864E-03" "", "", "'PART_DYNA'", "DY", "AUTRE_ASTER", "2.2044E-03" "", ":math:`N300`", "'PART_QS'", "DX", "AUTRE_ASTER", "8.2005E-07" "", "", "'PART_QS'", "DY", "AUTRE_ASTER", "5.8645E-07" Réactions nodales: .. csv-table:: "**Identifi**", "**cation**", "NOM_CAS", "**NOM_CMP**", "**Type de référence**", "**Référence**" "REAC_NODA", ":math:`N100`", "'TOTA'", "DX", "SOURCE_EXTERNE", "2132.0" "", "", "'TOTA'", "DY", "SOURCE_EXTERNE", "1241.0" "", "", "'TOTA'", "DZ", "SOURCE_EXTERNE", "564.6" "", ":math:`N100`", "'PART_DYNA'", "DX", "AUTRE_ASTER", "2139.9" "", "", "'PART_DYNA'", "DY", "AUTRE_ASTER", "1248.6" "", "", "'PART_DYNA'", "DZ", "AUTRE_ASTER", "581.7" "", ":math:`N100`", "'PART_QS'", "DX", "AUTRE_ASTER", "6.21" "", "", "'PART_QS'", "DY", "AUTRE_ASTER", "6.75" "", "", "'PART_QS'", "DZ", "AUTRE_ASTER", "224.6" Contraintes généralisées: .. csv-table:: "**Identifi**", "**cation**", "", "NOM_CAS", "**NOM_CMP**", "**Type de référence**", "**Référence**" "EFGE_ELNO", ":math:`M1`", ":math:`N100`", "'TOTA'", "N", "ANALYTIQUE", "564.6" "", "", "", "'TOTA'", "VY", "ANALYTIQUE", "1241.0" "", "", "", "'TOTA'", "VZ", "ANALYTIQUE", "2132.0" "", ":math:`M1`", ":math:`N100`", "'PART_DYNA'", "N", "AUTRE_ASTER", "581.7" "", "", "", "'PART_DYNA'", "VY", "AUTRE_ASTER", "1248.6" "", "", "", "'PART_DYNA'", "VZ", "AUTRE_ASTER", "2139.9" "", ":math:`M1`", ":math:`N100`", "'PART_QS'", "N", "AUTRE_ASTER", "224.6" "", "", "", "'PART_QS'", "VY", "AUTRE_ASTER", "6.74" "", "", "", "'PART_QS'", "VZ", "AUTRE_ASTER", "6.21" .. _RefNumPara__3548_3484103119: Réponse spectrale en multi-appui décorrélé (calcul 6) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ On valide le calcul mult-appui décorrélé multi-direction. On précise que mettre la même excitation aux différents appuis n’est pas une bonne pratique du multi-appui décorrélé, mais le but du présent test est uniquement de vérifier que les choses fonctionnent informatiquement. Il s’agit d’un test de non-régression. Déplacement et Réaction nodale .. csv-table:: "**Identifi**", "**cation**", "", "**Type de référence**", "**Référence**", "**Tolérance**" "DEPL", ":math:`N300`", "DX", "NON_REGRESSION", "-", "-" "", "", "DY", "NON_REGRESSION", "-", "-" "", ":math:`N700`", "DX", "NON_REGRESSION", "-", "-" "", "", "DY", "NON_REGRESSION", "-", "-" "", "", "DRY", "NON_REGRESSION", "-", "-" "REAC_NODA", ":math:`N100`", "DX", "NON_REGRESSION", "-", "-" "", "", "DY", "NON_REGRESSION", "-", "-" "", "", "DZ", "NON_REGRESSION", "-", "-" "", ":math:`N1500`", "DRX", "NON_REGRESSION", "-", "-" "", "", "DRY", "NON_REGRESSION", "-", "-" "", "", "DRZ", "NON_REGRESSION", "-", "-" .. csv-table:: "**Identifi**", "**cation**", "", "**Type de référence**", "**Référence**", "**Tolérance**" "effort", ":math:`N100`", "N", "NON_REGRESSION", "-", "-" "", "", "VY", "NON_REGRESSION", "-", "-" "", "", "VZ", "NON_REGRESSION", "-", "-" "", ":math:`N200`", "MT", "NON_REGRESSION", "-", "-" "", "", "MFY", "NON_REGRESSION", "-", "-" "", "", "MFZ", "NON_REGRESSION", "-", "-" "", ":math:`N1000`", "N", "NON_REGRESSION", "-", "-" "", "", "VY", "NON_REGRESSION", "-", "-" "", "", "VZ", "NON_REGRESSION", "-", "-" "", ":math:`N1100`", "MT", "NON_REGRESSION", "-", "-" "", "", "MFY", "NON_REGRESSION", "-", "-" "", "", "MFZ", "NON_REGRESSION", "-", "-" **Calcul 8:** Déplacement et Réaction nodale .. csv-table:: "**Identifi**", "**cation**", "", "**Type de référence**", "**Référence**", "**Tolérance**" "DEPL", ":math:`N300`", "DX", "NON_REGRESSION", "-", "-" "", "", "DY", "NON_REGRESSION", "-", "-" "", ":math:`N700`", "DX", "NON_REGRESSION", "-", "-" "", "", "DY", "NON_REGRESSION", "-", "-" "", "", "DRY", "NON_REGRESSION", "-", "-" "REAC_NODA", ":math:`N100`", "DX", "NON_REGRESSION", "-", "-" "", "", "DY", "NON_REGRESSION", "-", "-" "", "", "DZ", "NON_REGRESSION", "-", "-" "", ":math:`N1500`", "DRX", "NON_REGRESSION", "-", "-" "", "", "DRY", "NON_REGRESSION", "-", "-" "", "", "DRZ", "NON_REGRESSION", "-", "-" .. csv-table:: "**Identifi**", "**cation**", "", "**Type de référence**", "**Référence**", "**Tolérance**" "effort", ":math:`N100`", "N", "NON_REGRESSION", "-", "-" "", "", "VY", "NON_REGRESSION", "-", "-" "", "", "VZ", "NON_REGRESSION", "-", "-" "", ":math:`N200`", "MT", "NON_REGRESSION", "-", "-" "", "", "MFY", "NON_REGRESSION", "-", "-" "", "", "MFZ", "NON_REGRESSION", "-", "-" "", ":math:`N1000`", "N", "NON_REGRESSION", "-", "-" "", "", "VY", "NON_REGRESSION", "-", "-" "", "", "VZ", "NON_REGRESSION", "-", "-" "", ":math:`N1100`", "MT", "NON_REGRESSION", "-", "-" "", "", "MFY", "NON_REGRESSION", "-", "-" "", "", "MFZ", "NON_REGRESSION", "-", "-" Réponse spectrale en multi-appui décorrélé avec correction statique (calcul 7) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Idem § :ref:`3.4.6 ` , mais en tenant compte de la correction statique et en supprimant les contributions des deux derniers modes. On teste les composantes totale (NOM_CAS='TOTA'), dynamique (NOM_CAS='PART_DYNA'), qui doit correspondre à la contribution des 7 premiers modes sans correction statique, et statiques (NOM_CAS='PART_QS') qui doit correspondre à la différence quadratique entre les composantes totale et dynamique. Déplacements: .. csv-table:: "**Identifi**", "**cation**", "NOM_CAS", "**NOM_CMP**", "**Type de référence**", "**Référence**" "DEPL", ":math:`N300`", "'TOTA'", "DX", "NON_REGRESSION", "3.529E-03" "", "", "'TOTA'", "DY", "NON_REGRESSION", "1.625E-03" "", ":math:`N300`", "'PART_DYNA'", "DX", "AUTRE_ASTER", "3.529E-03" "", "", "'PART_DYNA'", "DY", "AUTRE_ASTER", "1.625E-03" "", ":math:`N300`", "'PART_QS'", "DX", "AUTRE_ASTER", "1.138E-06" "", "", "'PART_QS'", "DY", "AUTRE_ASTER", "7.232E-07" Réactions nodales: .. csv-table:: "**Identifi**", "**cation**", "NOM_CAS", "**NOM_CMP**", "**Type de référence**", "**Référence**" "REAC_NODA", ":math:`N100`", "'TOTA'", "DX", "NON_REGRESSION", "1565.8" "", "", "'TOTA'", "DY", "NON_REGRESSION", "950.5" "", "", "'TOTA'", "DZ", "NON_REGRESSION", "501.5" "", ":math:`N100`", "'PART_DYNA'", "DX", "AUTRE_ASTER", "1565.8" "", "", "'PART_DYNA'", "DY", "AUTRE_ASTER", "950.4" "", "", "'PART_DYNA'", "DZ", "AUTRE_ASTER", "450.9" "", ":math:`N100`", "'PART_QS'", "DX", "AUTRE_ASTER", "11.14" "", "", "'PART_QS'", "DY", "AUTRE_ASTER", "7.18" "", "", "'PART_QS'", "DZ", "AUTRE_ASTER", "219.5" Contraintes généralisées: .. csv-table:: "**Identifi**", "**cation**", "", "NOM_CAS", "**NOM_CMP**", "**Type de référence**", "**Référence**" "EFGE_ELNO", ":math:`M1`", ":math:`N100`", "'TOTA'", "N", "NON_REGRESSION", "501.5" "", "", "", "'TOTA'", "VY", "NON_REGRESSION", "950.5" "", "", "", "'TOTA'", "VZ", "NON_REGRESSION", "1565.8" "", ":math:`M1`", ":math:`N100`", "'PART_DYNA'", "N", "AUTRE_ASTER", "450.9" "", "", "", "'PART_DYNA'", "VY", "AUTRE_ASTER", "950.4" "", "", "", "'PART_DYNA'", "VZ", "AUTRE_ASTER", "1565.8" "", ":math:`M1`", ":math:`N100`", "'PART_QS'", "N", "AUTRE_ASTER", "219.5" "", "", "", "'PART_QS'", "VY", "AUTRE_ASTER", "7.18" "", "", "", "'PART_QS'", "VZ", "AUTRE_ASTER", "11.14" Remarques --------- Valeurs du spectre (interpolation). .. csv-table:: "**Mode**", "**1, 2, 3**", "**4**", "**5**", "**6**", "**7**", "**8, 9**" "Acclération suivant :math:`x` et :math:`y`", "19.620", "8.06148", "6.72586", "3.38994", "3.04168", "1.9620" "Accélération suivant :math:`z`", "9.810", "4.03074", "3.36293", "1.69497", "1.52084", "0.9810"